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 11/29/07 EST. NO.59 TIME 11:26 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 1919 366.08 E.W. @ F.A.(+) 091907 Y 8085.3 1920 366.66 091807 Y 8085.4 1982 269.53 102907 Y 8155.6 1983 161.73 103107 Y 8155.7 1984 155.76 110207 Y 8167.6 1985 323.46 110507 Y 8167.7 1986 140.74 110607 Y 8175.4 1987 281.12 110607 Y 8175.5 1988 281.12 110507 Y 8175.6 1989 281.12 110107 Y 8175.7 1990 1,124.50 103107 Y 8175.8 1991 1,124.50 103007 Y 8175.9 005 0045 82,911.33 A.C. @ U.P.(+) 112707 N 0045 0 006 0783 72.94 E.W. @ F.A.(+) 102507 Y 8150.4 0784 215.63 103107 Y 8157.7 008 0014 90.47 E.W. @ F.A.(+) 062607 Y 8142.9 009 0434 570.24 E.W. @ F.A.(+) 101907 N 8130.9 011 0185 117.20 E.W. @ F.A.(+) 102607 Y 8152.6 0186 183.60 110207 Y 8157.9 0187 87.20 111307 Y 8176.0 0188 98.80 111607 Y 8181.3 022 0194 546.47 E.W. @ F.A.(+) 102607 Y 8157.5 0195 254.15 102607 Y 8157.6 0198 266.66 101607 Y 8135.6 0199 262.45 090707 Y 8077.2 027 0164 263.03 E.W. @ F.A.(+) 030807 Y 5830.1 0166 241.33 100807 Y 8174.9 0167 216.28 110707 Y 8175.0 031 0321 362.40 E.W. @ F.A.(+) 103007 Y 8174.8 032 0116 3,553.18 E.W. @ F.A.(+) 101607 Y 8137.0 0119 883.93 101707 Y 8158.4 046 0546 190.92 E.W. @ F.A.(+) 062007 Y 7594.0 0606 2,364.53 090407 Y 8064.2 0616 3,925.39 090707 Y 8067.9 0624 2,701.80 091107 Y 8074.1 0627 3,277.39 091207 Y 8074.4 0628 4,063.36 091407 Y 8074.5 0651 3,761.94 100307 Y 8127.9 0659 355.39 091207 Y 8139.6 0670 132.00 082107 Y 8143.8 0671 44.00 081307 Y 8143.9 0679 397.32 110107 Y 8155.8 0680 502.10 110207 Y 8155.9 0681 141.91 103107 Y 8157.2 0682 3,497.74 103007 Y 8157.3 0683 150.69 102907 Y 8157.4 0685 477.41 110707 Y 8174.4 0686 238.70 110707 Y 8174.5 0687 599.68 100907 Y 8174.6 0688 3,657.10 101107 Y 8167.8 0689 1,837.82 101007 Y 8167.9 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 11/29/07 EST. NO.59 TIME 11:26 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 --------------------------------------------------------------------------- 0690 954.80 110607 Y 8168.0 0691 996.74 110707 Y 8168.1 077 0014 14,277.31 A.C. @ U.P.(+) 112607 N 0014 0 080 0016 132,532.12 A.C. @ L.S.(+) 112407 N 0016 0 084 0013 67,744.00 A.C. @ U.P.(+) 112607 N 0013 0 0014 8,468.00 112607 N 0014 0 095 0019 7,932.00 A.C. @ L.S.(+) 112407 N 0019 0 096 0001 4,401.36 E.W. @ U.P (+) 112407 N 0001 0 098 0317 761.30 E.W. @ F.A.(+) 080907 N 8127.3 0318 8,533.00 080807 N 8127.4 0319 597.99 081207 N 8127.5 0336 5,452.00 101907 N 8133.8 0353 1,848.00 070507 Y 8145.7 0355 4,934.80 102407 Y 8149.9 0359 515.06 040207 Y 8157.1 0362 1,725.94 042407 Y 8159.3 0363 4,942.01 042707 Y 8159.4 0364 880.00 043007 Y 8159.5 0365 949.69 050107 Y 8159.6 124 0003 34,740.67 A.C. @ L.S.(+) 112407 N 0003 0 158 0009 2,143.56 E.W. @ F.A.(+) 100507 Y 8110.0 0011 2,575.91 100107 Y 8110.6 0012 1,434.61 100207 Y 8110.8 0014 2,530.16 101007 N 8133.1 0016 884.06 101707 N 8133.9 0017 1,071.90 101207 Y 8154.1 0019 2,118.31 101707 Y 8155.3 203 0032 -2,241.63 A.C. @ U.P.(-) 112607 N 0032 0 243 0041 174.40 E.W. @ F.A.(+) 011807 Y 5776 0 0046 793.57 022107 Y 5740 0 0047 591.46 022107 Y 5780 0 0049 305.03 022307 Y 5782 0 0050 1,128.47 022007 Y 5783 0 244 0128 573.11 E.W. @ F.A.(+) 102607 N 8152.0 0129 1,502.19 020707 N 7712.1 0130 368.73 103007 N 8156.0 0131 663.71 110207 N 8156.1 0132 227.71 103107 N 8156.2 0133 454.40 110207 N 8156.3 0134 908.81 072007 N 8011.7 255 0002 1,530.13 E.W. @ F.A.(+) 090707 Y 8154.3 0003 302.65 091007 Y 8154.4 260 0005-1 -5,694.08 A.C. @ U.P.(+) 102007 N 0005 0 DAO CORRECTING ENTRY 0005-2 3,398.08 102007 N 0005 0 DAO CORRECTING ENTRY 0007 3,230.13 112607 N 0007 0 0008 119,987.52 112607 N 0008 0 261 0119 3,225.89 E.W. @ F.A.(+) 080907 Y 8138.6 0120 1,766.45 080807 Y 8138.7 277 0002 10,272.00 A.C. @ U.P.(+) 112607 N 0002 0 290 0001 1,754.37 E.W. @ F.A.(+) 012007 Y 7123.0 302 0021 6,870.10 E.W. @ F.A.(+) 070207 Y 8037.0 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 11/29/07 EST. NO.59 TIME 11:26 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 --------------------------------------------------------------------------- 0023 1,827.59 062007 Y 8037.5 0027 3,805.92 080307 Y 8033.8 0033 8,705.69 080807 Y 8034.5 0039 8,429.55 072607 Y 8035.1 0049 13,931.12 071207 Y 8036.1 0053 12,349.15 070607 Y 8036.7 0054 11,910.78 070307 Y 8036.8 0062 1,447.67 072607 Y 8038.1 0063 1,447.67 072507 Y 8038.2 0075 2,919.16 082807 Y 8057.6 0079 2,059.52 090407 Y 8064.1 0086 6,561.54 071607 Y 8073.3 0088 1,985.39 090707 Y 8074.6 0090 3,429.84 091007 Y 8074.8 0091 3,532.73 091107 Y 8074.9 0093 2,376.63 091207 Y 8075.1 0094 2,700.64 091307 Y 8075.2 0095 2,522.66 090507 Y 8075.5 0096 440.00 082107 Y 8072.5 0098 2,183.75 092107 Y 8081.7 0099 3,550.75 092007 Y 8081.8 0100 1,553.23 091907 Y 8081.9 0107 6,920.81 091807 Y 8084.2 0109 660.00 091107 Y 8102.6 0110 484.00 091207 Y 8102.7 0111 660.00 091307 Y 8102.8 0114 704.00 082707 Y 8103.2 0115 660.00 082807 Y 8103.3 0116 660.00 082907 Y 8103.4 0117 352.00 082207 Y 8103.5 0118 3,821.46 092407 Y 8090.9 0119 3,266.46 092707 Y 8091.0 0120 842.96 092507 Y 8091.1 0121 2,158.40 092707 Y 8092.2 0122 3,853.76 092807 Y 8097.7 0123 4,454.85 092707 Y 8097.8 0124 5,747.08 100307 Y 8097.9 0125 3,093.93 100407 Y 8098.0 0126 2,097.42 091407 Y 8098.1 0127 958.74 092007 Y 8098.2 0128 905.94 100307 Y 8106.5 0129 5,432.85 100407 Y 8106.6 0131 909.16 100507 Y 8106.8 0133 1,380.02 100507 N 8124.3 0134 1,239.67 100907 N 8124.8 0135 1,495.56 100807 N 8124.9 0137 1,147.76 061507 Y 8128.2 0138 3,982.81 100907 Y 8128.8 0140 1,156.86 100807 Y 8129.0 0141 4,535.30 100507 Y 8129.8 0142 909.16 100907 Y 8129.9 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 11/29/07 EST. NO.59 TIME 11:26 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 --------------------------------------------------------------------------- 0143 224.79 100907 Y 8130.0 0144 3,326.48 101007 Y 8130.1 0145 1,001.05 101107 Y 8130.2 0146 2,819.17 101207 Y 8130.3 0148 792.00 091007 Y 8131.3 0149 4,685.56 101707 Y 8132.7 0150 4,102.05 101607 Y 8132.8 0151 784.75 101507 Y 8132.9 0152 1,069.03 101907 Y 8136.1 0154 3,130.26 101907 Y 8136.3 0155 1,730.00 101607 Y 8136.4 0156 3,441.91 101507 Y 8136.5 0162 704.00 092007 Y 8142.7 0163 704.00 091907 Y 8142.8 0164 484.00 091907 Y 8143.0 0165 660.00 091807 Y 8143.1 0166 528.00 091707 Y 8143.3 0167 1,760.00 091707 Y 8143.4 0168 660.00 091407 Y 8144.0 0169 682.00 082407 Y 8144.1 0170 1,232.00 081407 Y 8144.2 0171 1,980.00 081307 Y 8144.3 0172 1,760.00 081007 Y 8144.4 0173 968.00 080707 Y 8144.5 0174 2,112.00 080907 Y 8144.6 0176 836.00 080807 Y 8144.8 0177 352.00 080607 Y 8144.9 0179 704.00 072307 Y 8145.1 0180 660.00 071607 Y 8145.2 0181 396.00 071307 Y 8145.3 0182 660.00 070307 Y 8145.4 0183 176.00 062007 Y 8145.5 0184 660.00 061907 Y 8145.6 0185 1,588.86 102307 Y 8149.1 0186 1,345.68 102307 Y 8149.2 0187 3,293.69 102207 Y 8149.3 0188 104.74 101907 Y 8149.4 0189 4,710.83 091207 Y 8149.5 0190 3,023.58 102507 Y 8152.1 0191 1,090.97 102607 Y 8152.3 0192 2,827.90 102407 Y 8152.4 0193 1,840.35 100507 Y 8152.8 0194 3,339.23 102907 Y 8156.4 0195 3,701.87 103007 Y 8156.5 0196 275.08 110107 Y 8157.0 0198 1,777.91 110807 Y 8171.7 0199 1,025.02 110507 Y 8171.8 0200 885.55 103107 Y 8171.9 0202 1,987.06 110607 Y 8173.6 0205 3,318.01 073107 Y 8173.9 0206 2,033.60 110707 Y 8168.5 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 11/29/07 EST. NO.59 TIME 11:26 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 --------------------------------------------------------------------------- 305 1123 56.51 E.W. @ F.A.(+) 082207 N 8062.3 1148 4,528.21 090807 N 8071.9 1155 1,338.29 090507 N 8086.5 1186 627.34 072507 N 8099.5 1224 1,463.75 100307 N 8118.1 1261 2,093.46 102507 N 8159.7 1263 3,351.78 102607 N 8159.9 1273 849.69 101707 N 8169.6 1274 900.72 101907 N 8169.7 1276 523.84 102307 N 8169.9 1277 994.07 102407 N 8170.0 1279 1,470.23 102507 N 8170.2 1280 994.07 102607 N 8170.3 1281 1,884.18 102407 N 8170.4 1282 2,702.71 102707 N 8170.5 1283 994.07 102907 N 8170.6 1284 1,060.15 103107 N 8170.7 1286 994.07 110207 N 8170.9 1289 633.27 110707 N 8171.2 1290 3,023.20 110707 N 8171.3 1292 2,561.17 110807 N 8171.5 306 0002 309.78 E.W. @ F.A.(+) 092607 Y 8106.4 0005 1,324.53 102607 Y 8156.8 0006 1,688.62 102607 Y 8156.9 307 0003 357.21 E.W. @ F.A.(+) 102207 Y 8148.8 0004 717.64 102507 Y 8148.9 0005 2,136.59 102407 Y 8149.0 0006 786.74 110207 Y 8156.7 308 0010 659.26 A.C. @ F.A.(+) 072607 N 7952 0 310 0010 235.76 E.W. @ F.A.(+) 102407 Y 8148.5 0011 263.14 102507 Y 8148.6 312 0067 2,767.64 E.W. @ F.A.(+) 082407 Y 8147.3 0068 2,033.30 082407 Y 8147.4 0069 1,969.06 082307 Y 8147.5 0070 1,232.77 082207 Y 8147.6 0071 1,260.86 082107 Y 8147.7 0073 1,125.12 082007 Y 8147.9 0074 1,855.06 081807 Y 8148.0 0076 1,888.94 081707 Y 8148.2 0077 1,091.83 081307 Y 8148.3 0078 4,715.74 081107 Y 8148.4 313 0018 660.00 E.W. @ F.A.(+) 092507 Y 8142.6 0019 1,132.56 102607 Y 8147.0 314 0003 301.40 E.W. @ F.A.(+) 101907 Y 8154.7 0005 450.26 101807 Y 8154.9 0008 668.73 090607 Y 8155.2 316 0056 2,112.00 E.W. @ F.A.(+) 090507 Y 8143.7 317 0002 1,473,000.00 A.C. @ F.A.(+) 112707 N 0002 0 318 0001 5,830.15 E.W. @ F.A.(+) 102507 Y 8146.0 0004 695.59 102307 Y 8146.3 0005 5,135.78 082707 Y 8146.4 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 11/29/07 EST. NO.59 TIME 11:26 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 --------------------------------------------------------------------------- 0007 3,793.80 083007 Y 8146.6 0008 3,695.41 082907 Y 8146.7 0009 5,215.85 082807 Y 8146.8 0010 1,011.62 082507 Y 8146.9 2,409,713.74 TOTAL THIS ESTIMATE 50,488,763.56 TOTAL PREVIOUS ESTIMATE 52,898,477.30 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 11/29/07 EST. NO.59 TIME 11:26 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 11/29/07 EST. NO.59 TIME 11:26 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 -2,199.02 -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 -2,199.02 -404,451.42 PROGRAM CAS145 PAGE 1 DATE 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 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 1.000 30,000.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.034 27,200.00 0.600 480,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.010 200.00 0.920 18,400.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 21.000 144,900.00 869.000 5,996,100.00 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 0.910 910,000.00 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 23.400 702.00 1,001.460 30,043.80 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 10,582.800 6,878.82 257,424.830 167,326.14 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 76.000 2,128.00 2,520.000 70,560.00 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 1,406.000 4,921.00 47,448.000 166,068.00 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 2,703.520 64,884.48 76,018.040 1,824,432.96 S) PROGRAM CAS145 PAGE 2 DATE 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 201,600.00 122.000 17,080.00 2,971.000 415,940.00 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 2,025.000 58,725.00 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 6,560.420 144,329.24 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 3,223.750 4,835.63 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 232,500.00 485.900 728.85 60,082.950 90,124.43 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 595.750 17,872.50 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 1.000 100.00 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 243,600.00 138.200 9,674.00 3,212.550 224,878.50 40 REMOVE INLET EA 540.0000 64,800.00 10.000 5,400.00 111.000 59,940.00 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.000 2,850.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 75.000 18,750.00 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 41.714 2,085.70 2,789.414 139,470.70 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 2.000 1,000.00 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 0.834 542,100.00 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 8,487,180.00 112.860 1,364.48 666,067.420 8,052,755.11 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090,000.00 132.000 6,600.00 21,060.000 1,053,000.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 111.000 3,885.00 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 58,100.00 695.143 48,660.01 81 DITCH EXCAVATION M3 20.0000 50,000.00 3,408.893 68,177.86 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 1,975.650 110,636.40 7,189.550 402,614.80 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 62.500 5,312.50 933.330 79,333.05 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 1.000 3,500.00 3.000 10,500.00 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 5,367.924 171,773.57 69,107.301 2,211,433.63 PROGRAM CAS145 PAGE 5 DATE 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,153.170 46,126.80 56,415.079 2,256,603.16 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 1,545.310 207,071.54 17,705.134 2,372,487.96 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 4,888.670 217,545.82 170,818.540 7,601,425.03 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 848.200 18,660.40 3,823.240 84,111.28 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 1,258.900 5,035.60 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 2,666.160 503,904.24 28,935.732 5,468,853.35 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 1,978.400 12,068.24 21,020.290 128,223.77 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 534.600 9,088.20 2,363.680 40,182.56 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 1,715.000 17,150.00 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.983 1,966,000.00 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 22.000 9,790.00 51,399.600 22,872,822.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 76.000 25,840.00 28,210.800 9,591,672.00 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 22.000 6,600.00 1,400.000 420,000.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 160.570 77,073.60 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 25.140 9,553.20 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 14.172 12,754.80 722.880 650,592.00 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 1,135.000 85,125.00 17,221.000 1,291,575.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 347.000 29,495.00 9,323.000 792,455.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 982.000 73,650.00 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 39,000.00 210.030 13,651.95 1,048.230 68,134.95 PROGRAM CAS145 PAGE 7 DATE 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 7,500.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 43.000 3,225.00 43.000 3,225.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 705.000 91,650.00 11,558.000 1,502,540.00 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 24,075.00 192.600 24,075.00 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 24.000 36,000.00 24.000 36,000.00 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 39.000 117,000.00 39.000 117,000.00 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 2,619.900 3,143.88 189,942.310 227,930.77 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 91,229.000 120,422.28 10,228,381.780 13,501,463.95 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,580.00 395.000 1,580.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 161.000 6,118.00 161.000 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 3,998.000 18,390.80 61,321.000 282,076.60 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 3,998.000 2,518.74 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 23.000 5,405.00 100.500 23,617.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 4.000 2,300.00 17.000 9,775.00 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 15.500 2,712.50 142.380 24,916.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 23.214 2,901.75 3,929.423 491,177.88 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 1,091.220 185,507.40 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 12.180 2,923.20 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 123,500.00 299.430 56,891.70 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.100 412.50 823.110 308,666.25 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 54.000 19,440.00 189.690 68,288.40 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 1,612.570 13,303.70 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 54.692 18,157.74 3,611.217 1,198,924.04 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 2,614.000 5,750.80 25,275.600 55,606.32 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.000 1,075.00 899.550 22,488.75 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 852.000 27,264.00 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 411,400.00 211.970 9,326.68 4,299.140 189,162.16 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 50.000 1,100.00 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 2.000 310.00 7.000 1,085.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 17.000 1,870.00 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 31.000 71,300.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 1.000 600.00 29.000 17,400.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 95.000 7,220.00 809.000 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 936,000.00 277.210 249,489.00 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 46.000 6,210.00 130.000 17,550.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 161.520 23,420.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 98.000 14,504.00 1,872.400 277,115.20 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 1,694.000 313,390.00 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 93.280 21,454.40 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 16,122.940 8,061.47 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 371.490 8,544.27 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 72.000 108.00 370.000 555.00 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 80.000 256.00 1,803.000 5,769.60 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.017 11,985.00 0.879 619,695.00 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 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 0.045 18,450.00 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 0.033 13,530.00 0.764 313,240.00 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 0.031 46,500.00 0.923 1,384,500.00 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 0.049 107,800.00 0.756 1,663,200.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 11/29/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:26 AM ESTIMATE NO. 59 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 11/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 11/29/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,070,080.69 145,018,511.81 ADJUSTMENT OF COMPENSATION 1,951,216.71 35,314,715.54 EXTRA WORK 458,497.03 17,583,761.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,479,794.43 197,916,989.11 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 5,479,794.43 216,260,054.06 MATERIALS ON HAND ON SITE 938,406.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,199.02 -404,451.42 TOTAL 5,477,595.41 216,794,008.94 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 04/14/08 872 53 229 19 85% 79% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 11/29/07