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 07/25/08 EST. NO.74 TIME 10:29 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 2092 815.23 E.W. @ F.A.(+) 030308 Y 8311.4 2124 215.08 122104 Y 9001.1 2188 102.41 031308 Y 8326.4 2189 233.62 031108 Y 8326.5 2190 205.47 031008 Y 8326.6 2250 208.38 040808 Y 8369.6 2257 324.37 041608 Y 8379.4 2267 427.86 041808 Y 8403.7 2268 270.31 041508 Y 8403.8 2272 793.59 042508 Y 8402.8 2273 608.41 042408 Y 8402.9 2274 216.25 042308 Y 8403.0 2275 608.41 042308 Y 8403.1 2277 176.67 042908 Y 8405.5 2278 142.33 042808 Y 8405.9 2305 314.24 062308 Y 8478.2 2307 121.55 061605 Y 9016.8 2315 136.45 063008 Y 8497.5 003 0030 2,899.03 E.W. @ F.A.(+) 051408 Y 8455.6 006 1004 1,050.55 E.W. @ F.A.(+) 052208 Y 8429.1 1012 5,286.15 060408 Y 8446.1 1019 2,226.98 081607 Y 8474.5 1020 2,889.33 062708 Y 8474.8 1032 130.90 060608 Y 8445.2 013 0203 324.37 E.W. @ F.A.(+) 050808 Y 8419.8 0206 108.12 050908 Y 8425.8 014 0206 3,281.53 E.W. @ F.A.(+) 111907 N 8200.7 019 0053 57.50 E.W. @ F.A.(+) 060108 Y 8438.8 022 0249 2,026.58 E.W. @ F.A.(+) 060308 Y 8445.6 031 0367 867.66 E.W. @ F.A.(+) 061808 Y 8462.9 0368 81.51 041008 Y 8466.4 0369 559.82 062608 Y 8474.6 0370 1,582.64 062608 Y 8474.7 0372 1,091.63 061908 Y 8477.8 046 0711-1 -264.00 E.W. @ F.A.(+) 111707 Y 8202.2 DAO CORRECTING ENTRY 0824 176.00 030708 Y 8340.1 0868 530.44 040508 Y 8402.3 0880 2,283.99 050708 Y 8419.2 0923 1,700.34 091107 Y 9027.7 0930 435.00 052308 Y 8430.1 0958 4,492.68 060908 Y 8442.5 0975 595.41 062608 Y 8473.6 0983 1,218.06 061608 Y 8477.6 0984 302.99 020608 Y 8271.3 0985 730.52 062108 Y 8495.7 0986 857.35 070308 Y 8495.8 0987 3,045.14 070308 Y 8495.9 0988 1,277.07 070208 Y 8496.0 0990 2,634.15 070108 Y 8496.2 0994 232.87 070208 Y 8491.3 0995 1,277.07 070108 Y 8491.4 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 07/25/08 EST. NO.74 TIME 10:29 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 --------------------------------------------------------------------------- 0996 449.30 063008 Y 8491.5 0997 4,800.96 070208 Y 8491.6 0998 1,164.04 071008 Y 8522.3 060 0002 17,764.00 A.C. @ L.S.(+) 071808 N 0002 0 082 0268 229.99 E.W. @ F.A.(+) 060208 Y 8437.7 098 0558 8,499.97 E.W. @ F.A.(+) 020808 Y 8269.5 0635 2,257.89 030308 Y 8312.5 0639 3,089.15 050207 Y 7440.1 0644 59.08 122707 Y 8319.7 0712 3,308.80 061307 Y 7464.2 0728 7,704.79 032208 Y 8358.9 0870 798.92 121907 Y 8465.2 0877 168.34 041008 Y 8455.9 0881 715.29 041208 Y 8460.8 0897 2,816.69 042208 Y 8458.4 0902 764.19 041908 Y 8459.1 0905 918.94 041708 Y 8459.5 0910 79.70 041508 Y 8460.0 0913 5,397.13 042808 Y 8452.9 0913-1 -5,397.13 042808 Y 8452.9 DAO CORRECTING ENTRY 0913-2 4,807.44 042808 Y 8452.9 DAO CORRECTING ENTRY 0918 27,061.66 042208 Y 8439.3 148 0005 -567.00 A.C. @ L.S.(-) 072208 N 0005 0 245 0001 10,294.05 A.C. @ U.P.(+) 072208 N 0001 0 250 0001 45,048.25 A.C. @ U.P.(+) 072208 N 0001 0 0002 22,164.78 A.C. @ L.S.(+) 072208 N 0002 0 258 0005 66,899.82 A.C. @ L.S.(+) 072208 N 0005 0 282 0009 1,717.66 E.W. @ F.A.(+) 060208 Y 8437.6 305 1612 1,360.77 E.W. @ F.A.(+) 040908 N 8370.2 1613 1,360.77 040808 N 8370.3 1659 2,182.59 020908 N 8408.4 1680 2,694.21 040408 N 8410.6 1681 2,278.62 040508 N 8410.9 1690 1,800.11 041008 N 8411.6 1710 629.06 111407 Y 373129 1716 100.73 040208 Y 8427.5 1735 2,221.68 060608 N 8467.7 1743 135.49 040708 N 8460.5 1758 210.61 033108 N 8478.4 1759 538.18 041108 N 8478.5 1771 1,884.37 061408 N 8501.1 319 0099 574.38 E.W. @ F.A.(+) 061908 Y 8474.3 323 0009 487.43 E.W. @ F.A.(+) 061708 Y 8463.8 0013 1,243.94 070308 Y 8495.2 0014 2,625.45 070208 Y 8495.3 331 0009 399.59 E.W. @ F.A.(+) 042108 Y 8498.0 333 0005 703.62 E.W. @ F.A.(+) 121407 Y 8356.8 0142 312.94 052008 Y 8433.9 0155 1,669.20 022108 Y 8469.4 0156 2,621.75 042108 Y 8471.3 0158 352.00 032508 Y 8439.4 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 07/25/08 EST. NO.74 TIME 10:29 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 --------------------------------------------------------------------------- 0159 375.96 032508 Y 8494.9 334 0008 58,800.00 A.C. @ U.P.(+) 072408 N 0008 0 336 0001 17,731.16 E.W. @ F.A.(+) 030808 Y 8388.2 0058 1,961.60 041808 Y 8396.5 0106 1,940.56 052808 Y 8434.5 0126 26.14 030408 Y 8440.3 0129 10,434.04 041108 Y 8440.6 0138 1,331.28 061308 Y 8442.8 0150 505.91 041608 Y 8494.6 0151 839.47 070208 Y 8494.7 0174 1,200.22 070308 Y 8494.4 0175 1,968.04 070108 Y 8494.5 337 0003 616.00 E.W. @ F.A.(+) 021908 Y 8318.2 0004 440.00 021408 Y 8306.7 0005 3,522.35 021408 Y 8292.6 0006 2,989.26 021908 Y 8292.5 0009 1,376.64 040708 Y 8500.1 0010 1,222.33 052208 Y 8498.2 0011 4,793.98 061508 Y 8498.3 0012 7,894.93 A.C. @ F.A.(+) 061608 Y 8498.4 0013 2,237.97 062508 Y 8498.5 0016 471.38 E.W. @ F.A.(+) 061108 Y 8498.8 0017 1,508.38 061208 Y 8498.9 0018 2,008.20 011608 Y 8499.0 0019 6,322.27 A.C. @ F.A.(+) 040408 Y 8499.1 0020 2,836.68 041408 Y 8499.2 0021 2,300.29 032708 Y 8499.3 0023 2,962.60 E.W. @ F.A.(+) 040408 Y 8499.5 0024 2,807.23 A.C. @ F.A.(+) 041508 Y 8499.6 0025 975.03 041508 Y 8499.7 0027 599.19 040808 Y 8500.4 0028 428.14 040908 Y 8500.5 0030 5,366.77 041008 Y 8500.7 0031 1,482.53 041408 Y 8500.8 0033 4,119.18 033108 Y 8501.0 0034 6,478.74 040308 Y 8501.2 0036 762.17 050908 Y 8501.4 0037 2,021.83 092607 Y 8501.5 0038 340.82 102307 Y 8501.6 0039 3,133.29 E.W. @ F.A.(+) 032608 Y 8501.7 0040 627.30 A.C. @ F.A.(+) 042508 Y 8501.8 0043 1,142.21 042208 Y 8502.1 0044 1,635.97 E.W. @ F.A.(+) 070208 Y 8481.7 0045 289.23 070108 Y 8481.8 0047 330.31 A.C. @ F.A.(+) 070308 Y 8492.0 0050 142.22 041108 Y 8492.3 0051 1,247.33 040908 Y 8492.4 0052 281.02 E.W. @ F.A.(+) 040808 Y 8492.5 340 0118 6,302.98 E.W. @ F.A.(+) 032008 Y 8472.8 0120 1,102.09 022808 Y 8473.0 0127 1,977.56 061908 Y 8475.3 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 07/25/08 EST. NO.74 TIME 10:29 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 --------------------------------------------------------------------------- 0127-1 -1,977.56 061908 Y 8475.3 DAO CORRECTING ENTRY 0127-2 1,922.36 061908 Y 8475.3 DAO CORRECTING ENTRY 0137 1,156.45 062708 Y 8491.9 344 0002 1,011.26 E.W. @ F.A.(+) 062608 Y 8473.4 348 0001 -76,000.00 A.C. @ L.S.(-) 071808 N 0001 0 423,637.49 TOTAL THIS ESTIMATE 68,455,147.17 TOTAL PREVIOUS ESTIMATE 68,878,784.66 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 07/25/08 EST. NO.74 TIME 10:29 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 07/25/08 EST. NO.74 TIME 10:29 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 FAILED AC BINDER -7,402.91 66 REL. EST. 24, 31, 53 57,704.64 66 0.00 -334,149.69 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO REPORT -10,000.00 53 MISSING EEO REPORT 10,000.00 70 0.00 0.00 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 MISSING PAYROLLS -10,000.00 66 MISSING PAYROLLS 5,000.00 70 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -349,149.69 PROGRAM CAS145 PAGE 1 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 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 0.340 37,400.00 0.493 54,230.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.078 19,890.00 0.917 233,835.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 1.000 30,000.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.079 63,200.00 0.992 793,600.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 1.000 20,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 949.000 6,548,100.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 6,272.220 156,805.50 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 520.000 39,000.00 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 1.000 1,000,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 46.000 1,610.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 275.000 17,875.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 1,165.580 34,967.40 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 7,520.800 4,888.52 365,867.320 237,813.76 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 2,544.000 71,232.00 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 140,700.00 437.000 1,529.50 53,873.000 188,555.50 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 1,164.390 27,945.36 91,321.770 2,191,722.48 S) PROGRAM CAS145 PAGE 2 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.000 9,660.00 3,511.000 491,540.00 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 1.000 1,000.00 41.000 41,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 2,577.030 74,733.87 27 OBLITERATE SURFACING M2 1.3000 176,800.00 1,910.700 2,483.91 91,153.370 118,499.38 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 64.200 1,091.40 15,113.440 256,928.48 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 7,165.620 157,643.64 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 53,154.780 79,732.17 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 21,410.570 42,821.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 9,672.700 14,509.05 127,084.790 190,627.19 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 701.140 21,034.20 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 82.000 8,200.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 48.500 145,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 5.000 1,750.00 39 REMOVE PIPE M 70.0000 243,600.00 3,898.434 272,890.38 40 REMOVE INLET EA 540.0000 64,800.00 139.000 75,060.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 53.000 28,620.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 25.000 17,500.00 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 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 12.000 1,800.00 36.000 5,400.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 19.000 4,750.00 123.000 30,750.00 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 28,665.570 45,864.91 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 878.390 65,879.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 1.000 35.00 5,318.680 186,153.80 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 43.000 1,720.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 9,504.000 28,512.00 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 2,922.264 146,113.20 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 1.000 500.00 31.000 15,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 1.000 650,000.00 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 8,487,180.00 705,672.270 8,531,577.74 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 32,949.000 2,471,175.00 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 89,516.000 2,685,480.00 F) PROGRAM CAS145 PAGE 4 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,073.000 1,153,650.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 -0.500 -17.50 72,926.500 2,552,427.50 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 947.200 33,152.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 824.793 57,735.51 81 DITCH EXCAVATION M3 20.0000 50,000.00 4,167.283 83,345.66 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 6,299.200 1,669,288.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 38,538.000 1,772,748.00 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 0.991 218,020.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 14,863.300 832,344.80 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 102.120 7,659.00 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 80.552 29,804.24 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 17,785.500 15,117.68 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 486.400 36,480.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 5,883.430 7,354.29 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 3,922.250 9,021.18 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 0.093 3,720.00 0.912 36,480.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.872 165,680.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 1,040.930 156,139.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 1,191.730 101,297.05 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 85.340 13,227.70 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 22.860 5,029.20 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 5.000 17,500.00 18.000 63,000.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 3,136.550 100,369.60 85,986.062 2,751,553.98 PROGRAM CAS145 PAGE 5 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,435.040 57,401.60 65,866.960 2,634,678.40 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 59.000 9,440.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 22,812.892 3,056,927.53 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 1,178.220 88,366.50 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 9,925.890 441,702.11 238,218.500 10,600,723.25 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 55.010 1,210.22 11,170.770 245,756.94 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 1,419.880 5,679.52 15,174.220 60,696.88 (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 39,755.192 7,513,731.29 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 39,490.290 240,890.77 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 3,675.660 62,486.22 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 2,645.000 26,450.00 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 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,000,000.00 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 5,187.720 907,851.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 52,629.036 23,419,921.02 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 28,916.600 9,831,644.00 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 1,403.000 420,900.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 2,355.510 1,130,644.80 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 544.010 435,208.00 (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 1,939.390 736,968.20 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 805.790 145,042.20 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 7.680 6,912.00 793.372 714,034.80 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 4.309 37,488.30 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 19,574.200 1,468,065.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 10,321.700 877,344.50 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 7,891.500 591,862.50 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 465.000 90,675.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 1,128.330 73,341.45 PROGRAM CAS145 PAGE 7 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 39.000 202,800.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 61.000 402,600.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 82.000 623,200.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 49.000 377,300.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 3.000 28,500.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 7.000 98,000.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 241.000 337,400.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 3.000 7,500.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 43.000 3,225.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 12,183.000 1,583,790.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 420.000 48,300.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 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 39,375.00 452.130 56,516.25 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 13.600 5,576.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 56.720 24,673.20 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 61.600 92,400.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 13.600 28,560.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 104.950 314,850.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 437.480 76,559.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 189,942.310 227,930.77 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 10,369,279.000 13,687,448.28 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 2,404,507.000 3,486,535.15 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 1,785.000 758,625.00 F) PROGRAM CAS145 PAGE 8 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,599.000 54,396.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 3,798.000 144,324.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 9,074.000 58,981.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 9,074.000 31,759.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 5,754.000 26,468.40 107,784.000 495,806.40 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 5,754.000 3,625.02 85,975.000 54,164.25 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 35.400 42,480.00 189.120 226,944.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 34.400 51,600.00 247.060 370,590.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (BARRIER MOUNTED SIGN) KG 13.5000 75,870.00 693.000 9,355.50 693.000 9,355.50 97 ROADSIDE SIGN - ONE POST EA 235.0000 72,850.00 51.000 11,985.00 259.500 60,982.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 19.000 10,925.00 49.000 28,175.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 4.000 460.00 21.000 2,415.00 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 10,434.700 224,346.05 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 763.320 122,131.20 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 473.980 87,686.30 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 367.270 77,126.70 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 163.080 28,539.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 1.700 212.50 4,119.893 514,986.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 1,357.530 230,780.10 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 974.220 185,101.80 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 1,492.930 358,303.20 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 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,200.00 118.420 11,842.00 (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 42.280 10,570.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 123.060 51,685.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 78.600 22,008.00 (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 19,200.00 153.770 19,682.56 (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 5.000 3,750.00 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 123,500.00 959.110 182,230.90 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 51.300 230,850.00 (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 29.720 38,636.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,280.00 122.000 29,280.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 5.000 6,000.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 4.000 5,200.00 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 3.000 16,500.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 19.860 49,650.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 54.500 228,900.00 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 65.630 16,079.35 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 381.390 324,181.50 (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 1,810.630 2,534,882.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 68.730 25,773.75 954.840 358,065.00 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 257.150 92,574.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 2,375.000 356,250.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 2,279.840 18,808.68 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 4,170.028 1,384,449.30 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 2,493.760 162,094.40 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 1,143.000 2,514.60 43,484.600 95,666.12 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 87.000 18,270.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 -36.000 -243.00 51,040.000 344,520.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 11,450.000 71,562.50 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 58,830.000 367,687.50 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 40,464.000 161,856.00 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 41,500.00 945.150 23,628.75 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 644.300 20,617.60 13,141.380 420,524.16 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 7.000 8,400.00 15.000 18,000.00 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 411,400.00 531.460 23,384.24 10,822.470 476,188.68 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 997.300 104,716.50 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 230.000 26,450.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 261.000 41,760.00 276.000 44,160.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 80.000 12,800.00 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 1,138.000 409,680.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 3,215.540 70,741.88 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 1.000 320.00 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 17.000 2,635.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 5.000 550.00 38.000 4,180.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 10.000 27,000.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 7.000 16,100.00 60.000 138,000.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 7.000 4,200.00 68.000 40,800.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 210.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 9.000 51,300.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 6.000 3,150.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 1.000 19,000.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 395.930 41,572.65 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 43.000 5,160.00 43.000 5,160.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 431.920 69,107.20 1,617.280 258,764.80 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 1,114.500 84,702.00 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 219,200.00 640.900 102,544.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 -164.100 -17,230.50 567.200 59,556.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 162.600 18,699.00 1,039.600 119,554.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 64.100 48,075.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 31.700 9,510.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 284.540 256,086.00 885.940 797,346.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 83.000 18,260.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 81.100 34,062.00 162.100 68,082.00 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 97,125.00 779.000 97,375.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 531.600 71,766.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 1,416.120 205,337.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 2,617.980 387,461.04 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 6,423.000 1,188,255.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 1,253.810 219,416.75 PROGRAM CAS145 PAGE 13 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 70,300.00 477.000 70,596.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 126.280 29,044.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 895.390 33,129.43 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 47,820.690 23,910.35 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 22,209.180 11,104.59 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 673.490 15,490.27 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 996.000 1,494.00 10,499.000 15,748.50 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 412.000 2,060.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 797.000 2,550.40 8,235.000 26,352.00 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 0.050 35,250.00 1.000 705,000.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 12.000 36,000.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 2,023.000 242,760.00 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 1.000 4,000.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.164 34,112.00 0.851 177,008.00 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 0.802 24,060.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.154 63,140.00 1.000 410,000.00 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 0.838 343,580.00 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 0.994 1,491,000.00 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 0.020 44,000.00 1.000 2,200,000.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.099 11,385.00 1.000 115,000.00 S) PROGRAM CAS145 PAGE 14 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.361 36,100.00 0.751 75,100.00 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 0.060 2,100.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 1,648.000 36,256.00 PROGRAM CAS145 PAGE 15 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:29 AM ESTIMATE NO. 74 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 07/18/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,719,554.00 166,346,809.46 ADJUSTMENT OF COMPENSATION 194,867.04 44,408,740.87 EXTRA WORK 228,770.45 24,470,043.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,143,191.49 235,225,594.12 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 2,143,191.49 253,568,659.07 MATERIALS ON HAND ON SITE 83,082.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -349,149.69 TOTAL 2,143,191.49 253,302,591.38 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 08/08/08 1030 59 229 24 94% 94% PROGRESS IS SATISFACTORY PENDING CCO FOR TIME EXT LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/08