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 07/27/07 EST. NO.52 TIME 10:16 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 1684 470.71 E.W. @ F.A.(+) 030907 Y 6675.0 1772 1,015.00 052407 Y 7264.0 1794 292.69 061307 Y 7392.0 1795 520.33 061207 Y 7393.0 1799 275.64 061407 Y 7390.0 1801 688.54 061107 Y 7397.0 1803 224.47 061107 Y 7399.0 1806 292.69 061507 Y 7389.0 1807 319.61 062107 Y 7582.0 1813 688.54 061807 Y 7588.0 1818 688.54 062907 Y 7660.0 1819 688.54 062807 Y 7661.0 1820 688.54 062707 Y 7662.0 1821 163.57 062707 Y 7663.0 1822 193.80 062607 Y 7664.0 1823 155.56 062607 Y 7665.0 1824 170.10 062507 Y 7666.0 1825 103.93 062707 Y 7667.0 1826 193.80 062707 Y 7668.0 1827 688.54 062607 Y 7669.0 1828 688.54 062507 Y 7670.0 1829 163.53 062507 Y 7671.0 1830 327.90 062907 Y 7647.0 004 0043 1,200.00 E.W. @ F.A.(+) 060607 Y 7590.0 005 0042 21,434.70 A.C. @ U.P.(+) 072607 N 0042 0 006 0676 195.57 E.W. @ F.A.(+) 041007 Y 6556.0 0684 875.39 042507 Y 6651.0 0698 189.01 031707 Y 5960.1 0703 455.49 032007 Y 7005.0 0723 377.90 062107 Y 7543.0 0724 653.62 062107 Y 7543.1 0725 690.84 062607 Y 7636.0 0727 165.25 062707 Y 7641.0 0728 327.74 062507 Y 7642.0 009 0373 1,357.56 E.W. @ F.A.(+) 010307 N 6097 0 0388 2,474.47 020507 N 6112 0 0397 1,854.00 012607 N 6351 0 0412 456.70 052407 N 7110 0 0413 940.98 052407 N 7111 0 0414 517.70 052207 N 7113 0 0415 1,311.00 052107 N 6974 0 0416 575.70 060807 N 7353 0 0417 263.66 061107 N 7629 0 0418 203.00 062607 Y 7659.0 011 0167 355.20 E.W. @ F.A.(+) 062207 Y 7591.0 0168 320.00 062907 Y 7672.0 013 0149 1,562.57 E.W. @ F.A.(+) 042307 N 6707.0 014 0200 455.51 E.W. @ F.A.(+) 060407 N 7730.0 022 0154 163.93 E.W. @ F.A.(+) 041007 Y 6469.1 0155 229.50 041007 Y 6470.1 0159 2,816.46 053007 Y 7250.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/27/07 EST. NO.52 TIME 10:16 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 --------------------------------------------------------------------------- 031 0252 373.00 E.W. @ F.A.(+) 031407 Y 5988.0 0273 86.05 050407 Y 6772.1 0307 52.76 032007 Y 6074.1 034 0068 509.44 E.W. @ F.A.(+) 052107 Y 7086.0 037 0076 98.36 E.W. @ F.A.(+) 041107 Y 6468.1 0077 1,824.38 011007 Y 5150.1 046 0533 1,140.02 E.W. @ F.A.(+) 050907 Y 6889.0 0544 1,842.04 061207 Y 7355.0 0549 1,508.02 062907 Y 7656.0 0550 1,889.23 062807 Y 7657.0 0552 730.59 062707 Y 7646.0 050 0078 931.70 E.W. @ F.A.(+) 041607 Y 6552.1 0080 549.12 110706 Y 4804.1 0085 3,724.09 062307 Y 7655.0 0086 2,091.29 062507 Y 7637.0 052 0004 366.78 E.W. @ U.P (+) 072707 N 004 0 077 0011 4,601.31 A.C. @ U.P.(+) 072307 N 0011 0 080 0013 61,942.07 A.C. @ L.S.(+) 072107 N 0013 0 082 0224 233.07 E.W. @ F.A.(+) 062907 Y 7654.0 0225 809.66 062207 Y 7645.0 084 0003 11,920.00 A.C. @ U.P.(+) 071007 N 0003 0 0004 44,000.00 071607 N 0004 0 0005 13,200.00 072607 N 0005 0 0006 8,640.00 072607 N 0006 0 095 0014 311,792.93 A.C. @ L.S.(+) 072607 N 0014 0 098 0021 4,046.44 E.W. @ F.A.(+) 061407 Y 7465.0 0022 5,616.23 061507 Y 7466.0 0024 1,726.37 061107 Y 7468.0 0028 1,130.25 051907 Y 7472.0 0038 400.73 051407 Y 7482.0 0073 207.22 061107 Y 7468.1 0074 207.22 062107 Y 7567.1 0075 658.63 062707 Y 7652.0 0076 2,597.40 062607 Y 7653.0 0078 3,721.42 062807 Y 7651.0 0079 4,307.69 060107 Y 7638.0 0080 1,781.89 062507 Y 7644.0 0081 964.74 062907 Y 7649.0 0103 1,946.96 071107 Y 7873.0 106 0011 1,430.88 E.W. @ F.A.(+) 042007 Y 7084.0 162 0024 1,430.88 E.W. @ F.A.(+) 042007 Y 7083.0 203 0025 -1,629.50 A.C. @ U.P.(-) 072307 N 0025 0 0026 14,046.95 A.C. @ U.P.(+) 072307 N 0026 0 223 0002 5,061.05 E.W. @ F.A.(+) 060807 N 7597.0 230 0052 2,303.68 E.W. @ F.A.(+) 051807 Y 7219.0 0055 2,571.25 042307 Y 7181.0 0073 7,445.64 060507 Y 7305.0 0075 5,395.99 060807 Y 7308.0 0077 7,833.90 060607 Y 7310.0 0088 5,005.58 061307 Y 7356.0 0089 4,707.54 061107 Y 7361.0 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 07/27/07 EST. NO.52 TIME 10:16 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 --------------------------------------------------------------------------- 0090 3,795.62 061207 Y 7362.0 0092 3,963.70 061507 Y 7364.0 0094 6,060.49 060707 Y 7547.0 0095 4,040.16 062107 Y 7548.0 0102 4,596.11 060507 Y 7311.1 248 0062 1,055.16 E.W. @ F.A.(+) 021507 N 6123 0 0086 424.24 041207 N 6754 0 0089 660.48 061907 N 7494 0 258 0002 20,000.00 A.C. @ L.S.(+) 072607 N 002 0 261 0005 3,739.07 E.W. @ F.A.(+) 041307 Y 7030.0 0006 4,264.93 041207 Y 7031.0 0043 4,744.73 041107 Y 7201.0 267 0017-1 -744.35 E.W. @ F.A.(+) 040507 Y 6333.0 DAO CORRECTING ENTRY 287 0002 253,722.68 E.W. @ L.S.(+) 072707 N 0002 0 291 0028 2,583.77 E.W. @ F.A.(+) 041007 Y 6543.0 293 0075 1,337.60 E.W. @ F.A.(+) 042607 Y 6808.1 0076 4,862.39 051007 Y 6869.0 0088 188.94 051407 Y 6960.1 0091 2,790.81 042807 Y 7075.0 0101 235.16 051107 Y 6870.1 0103 394.09 050107 Y 6948.1 0104 197.54 051207 Y 6958.1 0106 131.36 042807 Y 7075.1 0110 1,240.87 060107 Y 7639.0 298 0002 4,192.00 A.C. @ L.S.(+) 072607 N 0002 0 300 0008 1,000,000.00 A.C. @ L.S.(+) 071807 N 0008 0 304 0001 2,192.26 E.W. @ F.A.(+) 030907 Y 6811.0 305 0172 802.41 E.W. @ F.A.(+) 032007 N 6003.0 0288 1,649.60 041607 N 6525.0 0298 2,370.07 042107 N 6535.0 0304 1,621.37 042107 N 6568.0 0368 2,145.62 050207 N 6725.0 0417 602.71 042807 N 6859.0 0448 283.24 040907 N 6402.1 0454 323.19 041307 N 6519.1 0456 323.19 041607 N 6525.1 0457 323.19 042107 N 6534.1 0502 401.80 051907 N 6996.0 0537 448.64 022807 N 5877 0 0538 479.32 030107 N 5878 0 0542 253.02 030707 N 5895 0 0543 315.12 030807 N 5899 0 0579 270.32 053107 N 7270.0 0609 1,045.00 060207 N 7300.0 0621 1,350.26 061207 N 7420.0 0623 1,350.26 061307 N 7422.0 0624 1,301.66 061307 N 7423.0 0625 1,163.63 061207 N 7424.0 0637 100.03 060107 N 7172.1 0639 664.71 052207 N 7499.0 0641 644.26 052307 N 7501.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 07/27/07 EST. NO.52 TIME 10:16 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 --------------------------------------------------------------------------- 0658 421.68 030807 N 5900.0 0660 369.28 030207 N 5902.0 0672 3,217.24 031007 N 5914.0 0674 1,086.70 031207 N 5916.0 0675 332.35 031207 N 5917.0 0678 1,935.93 031307 N 5920.0 0679 408.63 031307 N 5921.0 0695 1,730.58 032707 N 6149.0 0718 1,209.97 032907 N 6173.0 0736 1,185.93 061307 N 7524.0 0754 204.04 062507 N 7596.0 0755 257.80 062207 N 7598.0 0756 371.53 062107 N 7599.0 0761 747.52 062707 N 7604.0 0763 1,292.08 062507 N 7606.0 0764 2,360.15 060907 N 7607.0 0765 571.51 060307 N 7608.0 0769 1,255.19 060307 N 7614.0 0770 554.16 060307 N 7615.0 0772 552.30 062607 N 7612.0 0777 399.40 060207 N 7620.0 0787 112.74 062707 N 7628.1 0788 112.74 062207 N 7634.1 0793 112.74 060107 N 7207.1 0797 90.19 061107 N 7413.1 0798 112.74 061207 N 7414.1 0799 157.83 061307 N 7415.1 0801 112.74 060807 N 7419.1 0802 112.74 061107 N 7426.1 0803 112.74 062007 N 7517.1 0804 90.19 061907 N 7518.1 0805 90.19 061807 N 7519.1 0806 90.19 061507 N 7522.1 0807 90.19 061407 N 7523.1 0808 90.19 061307 N 7524.1 0809 112.74 062007 N 7528.1 0810 135.28 061907 N 7531.1 0811 112.74 062207 N 7625.1 0812 112.74 062607 N 7627.1 0838 1,157.15 062607 N 7755.0 0839 1,845.18 062107 N 7756.0 0840 1,756.33 062507 N 7757.0 0842 327.75 032607 N 6145.1 0843 327.75 032807 N 6152.1 0844 327.75 032907 N 6157.1 0845 138.02 062707 N 7603.1 0846 138.02 062607 N 7605.1 0847 346.00 062607 N 7627.2 0848 346.00 062707 N 7628.2 0849 346.00 062207 N 7634.2 0850 980.19 061107 N 7815.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 07/27/07 EST. NO.52 TIME 10:16 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 --------------------------------------------------------------------------- 0851 299.45 061107 N 7816.0 1,993,563.14 TOTAL THIS ESTIMATE 41,215,607.62 TOTAL PREVIOUS ESTIMATE 43,209,170.76 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 07/27/07 EST. NO.52 TIME 10:16 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 07/27/07 EST. NO.52 TIME 10:16 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 -7,066.40 -377,915.80 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 -7,066.40 -387,915.80 PROGRAM CAS145 PAGE 1 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.005 4,000.00 0.466 372,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.010 200.00 0.880 17,600.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 21.000 144,900.00 786.000 5,423,400.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 6,148.620 153,715.50 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 0.870 870,000.00 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 6,000.00 932.930 27,987.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 2,944.380 1,913.85 234,845.820 152,649.78 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 37.000 1,036.00 2,431.000 68,068.00 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 140,700.00 291.000 1,018.50 45,394.000 158,879.00 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 3,008.260 72,198.24 71,186.420 1,708,474.08 S) PROGRAM CAS145 PAGE 2 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.000 7,280.00 2,663.000 372,820.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 304.960 823.39 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 4.500 130.50 2,016.600 58,481.40 27 OBLITERATE SURFACING M2 1.3000 176,800.00 89.600 116.48 77,779.170 101,112.92 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 12,835.390 218,201.63 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 49.530 1,089.66 6,560.420 144,329.24 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 48,480.630 72,720.95 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 1,249.580 1,874.37 55,375.650 83,063.48 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 543.780 16,313.40 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 66.000 6,600.00 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 8.000 560.00 2,939.850 205,789.50 40 REMOVE INLET EA 540.0000 64,800.00 3.000 1,620.00 96.000 51,840.00 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 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 1,420.000 28,400.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 407.520 10,188.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 66.000 16,500.00 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 25,293.570 40,469.71 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 2,753.180 96,361.30 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 7.470 373.50 2,422.790 121,139.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,690.810 53,816.20 62 CAP INLET EA 500.0000 22,500.00 2.000 1,000.00 22.000 11,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.834 542,100.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.802 80,200.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 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 0.006 600.00 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 39,880.000 482,149.20 641,884.220 7,760,380.22 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 31,352.000 2,351,400.00 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 -5,715.000 -171,450.00 90,500.200 2,715,006.00 F) PROGRAM CAS145 PAGE 4 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 59.000 2,950.00 16,480.000 824,000.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 1,411.000 49,385.00 65,907.800 2,306,773.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 502.200 17,577.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 0.320 22.40 691.120 48,378.40 81 DITCH EXCAVATION M3 20.0000 50,000.00 2,906.910 58,138.20 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 54.000 14,310.00 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 27,442.000 274.42 52,958.640 529.59 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 2,294.180 128,474.08 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 39.072 14,456.64 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 9,488.740 8,065.43 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 237.500 17,812.50 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 2,772.140 3,465.18 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 1,848.060 4,250.54 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 25.600 2,176.00 858.640 72,984.40 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 22.860 5,029.20 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 1,085.020 34,720.64 58,752.601 1,880,083.23 PROGRAM CAS145 PAGE 5 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912,000.00 792.670 31,706.80 49,499.843 1,979,993.72 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 1,117.114 149,693.28 13,437.854 1,800,672.44 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 6,216.180 276,620.01 147,187.970 6,549,864.67 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 652.290 14,350.38 2,818.740 62,012.28 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 3,570.830 14,283.32 6,850.510 27,402.04 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 4.510 1,353.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 782.330 147,860.37 18,612.902 3,517,838.48 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 305,000.00 799.500 4,876.95 19,041.890 116,155.53 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 463.000 7,871.00 1,829.080 31,094.36 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 1,338.000 13,380.00 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 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 129.000 193,500.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 558.000 58,590.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 104.000 156,000.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 3,797.125 417,683.75 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 272.520 85,843.80 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.053 106,000.00 0.932 1,864,000.00 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 5,382.300 941,902.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 580.000 258,100.00 47,305.300 21,050,858.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 -473.000 -160,820.00 27,496.800 9,348,912.00 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 1,013.000 303,900.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 83.000 39,840.00 1,284.520 616,569.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 113.530 90,824.00 270.530 216,424.00 (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 1,903.022 723,148.36 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 400.000 72,000.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 5.010 4,509.00 699.917 629,925.30 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 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 1,602.000 120,150.00 15,700.000 1,177,500.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 8,627.000 733,295.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 6,132.000 459,900.00 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 -47.750 -3,103.75 828.550 53,855.75 PROGRAM CAS145 PAGE 7 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 121,600.00 74.000 562,400.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 16.000 123,200.00 41.000 315,700.00 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 5.000 70,000.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 32.000 44,800.00 223.000 312,200.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 10,352.000 1,345,760.00 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 4.000 22,000.00 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 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 145.000 25,375.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 187,322.410 224,786.89 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 48,637.000 64,200.84 9,489,326.780 12,525,911.35 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 -20,872.000 -30,264.40 2,373,354.000 3,441,363.30 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 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 42,558.000 195,766.80 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 42,558.000 26,811.54 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 99.820 149,730.00 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 3.000 705.00 57.500 13,512.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 2.000 1,150.00 7.000 4,025.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 7.000 805.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 20.440 1,839.60 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 488.500 78,160.00 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 11.100 1,942.50 126.880 22,204.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 3,708.989 463,623.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 1,088.820 185,099.40 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 792.100 150,499.00 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 1,354.990 325,197.60 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 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.200 1,220.00 108.020 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 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 14.200 1,817.60 62.500 8,000.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 1.000 750.00 1.000 750.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 16.437 3,123.03 220.867 41,964.73 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 45.646 205,407.00 (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 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 1.000 1,200.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 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 3.000 12,600.00 44.500 186,900.00 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 236,250.00 806.020 302,257.50 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 69.890 25,160.40 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 25.730 8,542.36 3,328.161 1,104,949.45 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 2,404.000 5,288.80 21,942.600 48,273.72 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 3.000 630.00 67.000 14,070.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 39,256.000 264,978.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,846.000 11,537.50 40,882.000 255,512.50 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 2,464.000 9,856.00 19,043.000 76,172.00 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 41,500.00 655.250 16,381.25 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 48.150 1,540.80 7,483.120 239,459.84 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 20.200 888.80 3,721.440 163,743.36 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 566.900 59,524.50 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 412,560.00 183.000 65,880.00 630.000 226,800.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 255.000 5,610.00 2,927.540 64,405.88 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 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 1.000 110.00 15.000 1,650.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 1.000 2,700.00 5.000 13,500.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 27.000 62,100.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 1.000 600.00 22.000 13,200.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 2.850 16,245.00 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 56.860 9,097.60 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 493.000 37,468.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 135.400 21,664.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 82.000 18,040.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 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 84.000 11,340.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 68.000 9,860.00 161.520 23,420.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 202.100 29,910.80 1,669.400 247,071.20 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 1,430.000 264,550.00 2,304.300 426,295.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 993.100 173,792.50 PROGRAM CAS145 PAGE 13 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.500 577.50 1,674.870 276,353.55 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 24.330 900.21 447.390 16,553.43 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 2,152.100 1,076.05 4,367.100 2,183.55 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 11,266.550 5,633.28 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 331.620 7,627.26 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 298.000 447.00 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 65.000 208.00 1,199.000 3,836.80 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 0.711 501,255.00 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 78,840.00 789.000 94,680.00 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 0.026 5,408.00 0.324 67,392.00 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 0.599 7,188.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.349 10,470.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.012 4,920.00 0.137 56,170.00 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 0.087 35,670.00 0.607 248,870.00 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 0.086 129,000.00 0.851 1,276,500.00 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 0.025 55,000.00 0.618 1,359,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 07/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:16 AM ESTIMATE NO. 52 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 07/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,804,975.20 131,358,402.35 ADJUSTMENT OF COMPENSATION 1,514,140.46 29,235,365.53 EXTRA WORK 479,422.68 13,973,805.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,798,538.34 174,567,573.11 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 4,798,538.34 192,910,638.06 MATERIALS ON HAND ON SITE 1,774,652.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -7,066.40 -387,915.80 TOTAL 4,791,471.94 194,297,375.10 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 04/09/08 789 53 226 19 79% 72% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/07