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 02/27/08 EST. NO.65 TIME 10:43 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 2045 235.69 E.W. @ F.A.(+) 013108 Y 8264.5 2046 377.34 013108 Y 8264.6 2047 107.82 012908 Y 8264.4 2049 53.91 020508 Y 8273.5 2056 137.55 122107 Y 8274.2 003 0028 2,746.47 E.W. @ F.A.(+) 012308 Y 8274.8 005 0049 13,290.40 A.C. @ U.P.(+) 022108 N 0049 0 006 0889 1,283.29 E.W. @ F.A.(+) 010708 Y 8248.3 0893 176.41 010408 Y 8248.7 0907 746.58 012408 Y 8261.4 0910 323.46 012308 Y 8261.7 0912 264.49 012208 Y 8261.9 0913 1,116.57 012208 Y 8262.0 0916 1,435.04 012708 Y 8264.8 0917 171.73 012808 Y 8264.9 0918 862.51 012808 Y 8265.0 008 0025 84.26 E.W. @ F.A.(+) 012208 Y 8264.2 011 0200 224.80 E.W. @ F.A.(+) 020108 Y 8264.3 0201 201.60 020208 Y 8274.6 013 0178 60.87 E.W. @ F.A.(+) 050207 N 8063.7 0180 1,128.45 010808 Y 8247.6 019 0049 57.50 E.W. @ F.A.(+) 020108 Y 8274.7 022 0207 1,812.27 E.W. @ F.A.(+) 012508 Y 8265.4 0208 1,872.37 012508 Y 8265.5 0209 6,532.56 110406 Y 8266.9 0211 2,940.43 020108 Y 8272.2 0212 2,381.46 013108 Y 8273.0 0213 1,767.09 012908 Y 8273.1 027 0171 409.53 E.W. @ F.A.(+) 013108 Y 8265.6 031 0324 377.44 E.W. @ F.A.(+) 011508 Y 8252.8 0325 155.46 012108 Y 8260.1 0326 293.95 012508 Y 8260.3 046 0746 237.69 E.W. @ F.A.(+) 012108 Y 8261.2 0757 1,703.17 012908 Y 8265.7 0758 2,505.65 013008 Y 8265.8 0759 319.88 013108 Y 8265.9 0760 2,496.83 013108 Y 8266.0 0761 1,890.26 020108 Y 8266.1 0762 1,189.07 020208 Y 8269.0 0763 2,091.18 020408 Y 8269.1 0765 1,414.23 020708 Y 8269.3 0766 1,259.98 020708 Y 8269.4 0768 674.33 020708 Y 8271.5 0770 449.55 020508 Y 8271.7 0771 1,259.98 020408 Y 8271.8 0772 796.78 020508 Y 8271.9 077 0017 11,544.65 A.C. @ U.P.(+) 022608 N 0017 0 079 0130 215.63 E.W. @ F.A.(+) 012508 Y 8260.8 0133 568.49 012508 Y 8266.2 0134 215.63 020108 Y 8266.3 0137 77.29 020608 Y 8270.6 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 02/27/08 EST. NO.65 TIME 10:43 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 --------------------------------------------------------------------------- 0138 323.46 020608 Y 8270.7 0139 107.82 020508 Y 8270.8 0140 132.67 020508 Y 8270.9 0141 450.76 012908 Y 8271.0 080 0019 119,005.27 A.C. @ L.S.(+) 022108 N 0019 0 082 0244 464.44 E.W. @ F.A.(+) 091306 Y 8263.9 0246 569.65 020108 Y 8270.3 098 0554 761.30 E.W. @ F.A.(+) 110707 N 8265.2 0555 598.00 111007 N 8265.3 0559 843.19 010308 Y 8269.9 196 0021 2,333.07 E.W. @ F.A.(+) 102006 Y 8264.0 203 0038 -1,334,785.93 A.C. @ U.P.(-) 022608 N 0038 0 0039 22,235.48 A.C. @ U.P.(+) 022608 N 0039 0 0040 2,487.92 022608 N 0040 0 230 0064 10,717.27 E.W. @ F.A.(+) 041907 Y 7168.1 243 0056 316.93 E.W. @ F.A.(+) 042806 Y 8178.0 0057 361.83 042106 Y 8178.1 244 0135 3,808.03 E.W. @ F.A.(+) 081706 N 8262.6 260 0012 11,731.82 A.C. @ U.P.(+) 021308 N 0012 0 0013 21,123.20 022008 N 0013 0 276 0043 452.10 E.W. @ F.A.(+) 091707 Y 8176.9 0044 150.69 091807 Y 8177.0 302 0160 1,126.94 E.W. @ F.A.(+) 092807 Y 8138.3 0271 760.94 090607 Y 8257.6 0272 729.26 110907 Y 8257.7 0281 1,933.05 013108 Y 8266.8 0285 1,181.29 020508 Y 8269.7 0286 945.27 020408 Y 8269.8 305 0859 5,513.72 E.W. @ F.A.(+) 060207 N 7877.0 1293 2,267.16 082007 N 8088 0 1295 2,428.00 082107 N 8186.0 1297 2,305.20 102007 N 8179.1 1348 1,815.44 112507 N 8214.6 1394-1 -1,907.05 122207 N 8228.3 DAO CORRECTING ENTRY 1394-2 953.52 122207 N 8228.3 DAO CORRECTING ENTRY 1415 1,788.59 011808 N 8263.1 1416 1,581.90 012108 N 8263.2 1417 1,551.07 012108 N 8263.3 1419 1,693.97 012308 N 8263.5 1420 1,087.33 012308 N 8263.6 1421 1,313.63 013008 N 8263.7 1422 1,471.80 062107 N 8263.8 1425 5,544.46 032907 N 8271.2 1429 1,838.96 021408 N 8277.6 1430 574.33 012908 N 8274.4 1432 2,474.62 011808 N 8274.9 1433 2,604.25 011908 N 8275.0 1434 2,714.96 011908 N 8275.1 1435 2,162.47 013008 N 8275.2 1436 1,786.06 013108 N 8275.3 1437 1,094.24 013108 N 8275.4 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 02/27/08 EST. NO.65 TIME 10:43 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 --------------------------------------------------------------------------- 1449 349.80 061907 N 8274.3 1455 2,872.55 020808 N 8276.6 1456 1,547.61 020608 N 8276.7 313 0017 96.68 E.W. @ F.A.(+) 100207 Y 8137.8 316 0048 4,204.06 E.W. @ F.A.(+) 092407 Y 8114.7 319 0002 606.82 E.W. @ F.A.(+) 013108 Y 8266.7 320 0003 3,314.68 E.W. @ F.A.(+) 091707 N 8153.6 0008 1,609.70 112607 N 8192.8 334 0003 53,200.00 A.C. @ U.P.(+) 011808 N 345126 -942,134.18 TOTAL THIS ESTIMATE 59,934,554.52 TOTAL PREVIOUS ESTIMATE 58,992,420.34 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/27/08 EST. NO.65 TIME 10:43 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 02/27/08 EST. NO.65 TIME 10:43 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPM SCHEDULE 900,000.00 32 NWC BACK TO SPECS 3,657.80 32 SWC CIDH PILES 8,056.00 32 RW215-201 RETURN 41,480.00 34 OVERDUE MISSION CLOS 20,800.00 35 LCB AGG-OUT OF COML -892.09 36 TIE-BAR MISALIGN -24,709.50 36 PCCP-DEF. THICKNESS -24,504.24 37 PCCP-THICKNESS MEAS -6,797.76 37 SALVAGED MAT -14,542.48 37 SALVAGED MAT'L RETN 14,542.48 38 PCCP AGG 6-05-06 -741.98 39 RCK PCKET RW-21A RL 4,233.55 40 DEF. PCCP THICKNESS -1,492.50 41 LATE CLOSR OPNG 1130 -10,400.00 41 LATE CLSR OPNG 1213 -9,013.33 41 CONC. AGGR @ CHICAGO -2,066.40 52 TEMP. STRIPE/SEG. 3 -5,000.00 52 REJECTED PCCP -9,336.60 53 REL TEMP STRIPE/S-3 5,000.00 57 PCCP DEF. THICKNESS -1,587.22 59 PCCP FAIL GRADATION -611.80 59 0.00 -384,451.42 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO REPORT -10,000.00 53 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 MISSING DOCUMENTS -5,000.00 12 MISSING DOCUMENTS -5,000.00 16 MISSING DOCUMENTS 10,000.00 22 MISSING DOCUMENTS -10,000.00 23 MISSING PAYROLLS -10,000.00 24 RELEASE LCV 10,000.00 34 MISSING DOCUMENTS -5,000.00 48 MISSING DOCUMENTS 5,000.00 50 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -404,451.42 PROGRAM CAS145 PAGE 1 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 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 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 1.000 30,000.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.038 30,400.00 0.695 556,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.020 400.00 0.960 19,200.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 17.000 117,300.00 920.000 6,348,000.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 6,188.220 154,705.50 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 520.000 39,000.00 520.000 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 0.020 20,000.00 0.950 950,000.00 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 20.000 1,300.00 249.000 16,185.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 35.350 1,060.50 1,074.990 32,249.70 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 16,709.810 10,861.38 315,999.670 205,399.79 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 2,712.000 9,492.00 51,347.000 179,714.50 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 3,368.660 80,847.84 82,990.630 1,991,775.12 S) PROGRAM CAS145 PAGE 2 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 201,600.00 118.000 16,520.00 3,261.000 456,540.00 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 34.000 34,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 276.730 8,025.17 2,398.530 69,557.37 27 OBLITERATE SURFACING M2 1.3000 176,800.00 9,806.500 12,748.45 88,805.670 115,447.37 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 187.750 3,191.75 15,049.240 255,837.08 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 148.720 3,271.84 6,837.140 150,417.08 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 52,049.780 78,074.67 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 21,410.570 42,821.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 9,823.960 14,735.94 86,965.810 130,448.72 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 4.170 125.10 655.880 19,676.40 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 79.000 7,900.00 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 243,600.00 142.780 9,994.60 3,430.930 240,165.10 40 REMOVE INLET EA 540.0000 64,800.00 3.000 1,620.00 120.000 64,800.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 52.000 28,080.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 24.000 16,800.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 2,879.150 66,220.45 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 85.000 2,125.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 1,420.000 28,400.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 407.520 10,188.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 300.00 24.000 3,600.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 3.000 750.00 86.000 21,500.00 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 26,373.570 42,197.71 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 872.590 65,444.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 3,103.880 108,635.80 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 43.000 1,720.00 43.000 1,720.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 400.000 1,200.00 400.000 1,200.00 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 2,809.304 140,465.20 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 3.000 1,500.00 28.000 14,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.007 4,550.00 0.968 629,200.00 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 14,101.960 170,492.70 690,591.420 8,349,250.27 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 1,137.000 85,275.00 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 -1,174.200 -35,226.00 89,290.000 2,678,700.00 F) PROGRAM CAS145 PAGE 4 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,013.000 100,650.00 23,073.000 1,153,650.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 1,706.200 59,717.00 72,959.000 2,553,565.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 310.000 10,850.00 947.200 33,152.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 75.240 5,266.80 778.983 54,528.81 81 DITCH EXCAVATION M3 20.0000 50,000.00 44.400 888.00 3,860.443 77,208.86 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 138.200 36,623.00 6,299.200 1,669,288.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 130.000 5,980.00 38,660.000 1,778,360.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 59,246.640 592.47 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.816 179,520.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 8,417.620 471,386.72 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 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 0.819 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 10.060 855.10 1,138.390 96,763.15 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 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 4,535.610 145,139.52 74,945.166 2,398,245.31 PROGRAM CAS145 PAGE 5 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912,000.00 938.620 37,544.80 57,885.830 2,315,433.20 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 43.000 6,880.00 59.000 9,440.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 1,150.780 154,204.52 20,396.147 2,733,083.70 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 96,000.00 349.430 26,207.25 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 5,669.620 252,298.09 180,155.710 8,016,929.10 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 1,134.870 24,967.14 7,187.890 158,133.58 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 9,301.710 37,206.84 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 7.020 2,106.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 1,543.670 291,753.63 34,244.552 6,472,220.33 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 30,423.890 185,585.73 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 3,133.660 53,272.22 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 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.995 1,990,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 180.000 468,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 5,399.300 944,877.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 52,071.600 23,171,862.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 28,213.700 9,592,658.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 200.000 140,000.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 3.000 900.00 1,403.000 420,900.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 175.850 84,408.00 2,256.310 1,083,028.80 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 112.480 89,984.00 489.010 391,208.00 (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 72,000.00 485.000 87,300.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 12.560 11,304.00 751.070 675,963.00 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 51.000 61,200.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 1.909 16,608.30 52 PLASTER FINISH M2 190.0000 15,770.00 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 17,221.000 1,291,575.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 9,323.000 792,455.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 7,856.000 589,200.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 465.000 90,675.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 1,099.680 71,479.20 PROGRAM CAS145 PAGE 7 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,603.000 1,508,390.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 575.000 66,125.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 18.000 99,000.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 110.000 13,750.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 192.600 24,075.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 13.600 5,576.00 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 37.600 56,400.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 13.600 28,560.00 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 107,625.00 317.700 55,597.50 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 8,178.000 10,794.96 10,369,449.000 13,687,672.68 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 2,407,329.000 3,490,627.05 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 189.000 80,325.00 1,783.000 757,775.00 F) PROGRAM CAS145 PAGE 8 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,844.000 11,376.00 3,239.000 12,956.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 1,304.000 49,552.00 1,465.000 55,670.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 5,204.000 33,826.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 5,204.000 18,214.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 68,121.000 313,356.60 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 68,121.000 42,916.23 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 40,324.000 197,587.60 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 40,324.000 34,275.40 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 94.200 113,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 114.120 171,180.00 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 15.000 3,525.00 175.500 41,242.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 24.000 13,800.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 17.000 1,955.00 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 61.100 9,776.00 653.520 104,563.20 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 392.290 72,573.65 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 12.500 2,625.00 194.270 40,796.70 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 20.700 3,622.50 163.080 28,539.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 4.900 612.50 3,947.413 493,426.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 8.440 1,434.80 1,213.000 206,210.00 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 43.800 8,322.00 931.500 176,985.00 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 23.580 5,659.20 1,390.750 333,780.00 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 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 121.610 51,076.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 284.280 34,113.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 1,203.200 42,112.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 17.000 2,210.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 59.150 7,571.20 141.870 18,159.36 (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 3.000 2,250.00 4.000 3,000.00 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 6.000 1,140.00 350.930 66,676.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 47.800 215,100.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.250 475.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 1.010 1,313.00 28.720 37,336.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 5,760.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 2.000 2,400.00 5.000 6,000.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 2.000 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 1.000 5,500.00 2.000 11,000.00 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 4.000 16,800.00 50.500 212,100.00 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 4.540 1,112.30 65.630 16,079.35 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 336.550 286,067.50 353.890 300,806.50 (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 5,600.00 958.630 1,342,082.00 1,810.630 2,534,882.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 870.710 326,516.25 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 189.690 68,288.40 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 734.000 110,100.00 1,348.300 202,245.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 576.860 4,759.10 2,189.430 18,062.80 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 38.731 12,858.69 3,675.382 1,220,226.82 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 1,212.000 2,666.40 28,831.600 63,429.52 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 3.000 630.00 75.000 15,750.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 51,076.000 344,763.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 2,680.000 16,750.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,448.000 290,300.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 35,612.000 142,448.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 4,000.000 52,000.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 899.550 22,488.75 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 64.900 2,076.80 9,652.380 308,876.16 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 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 411,400.00 562.200 24,736.80 5,741.750 252,637.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 738.900 77,584.50 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 15.000 2,400.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 72.000 11,520.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 883.000 317,880.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 3,215.540 70,741.88 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 1.000 125.00 S) 86 END SECTION EA 155.0000 3,565.00 10.000 1,550.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 23.000 2,530.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 9.000 24,300.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 1.000 2,300.00 35.000 80,500.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 5.000 3,000.00 37.000 22,200.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 2.000 11,400.00 6.000 34,200.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 1.000 525.00 2.000 1,050.00 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 300,300.00 158.500 16,642.50 249.930 26,242.65 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 184.060 29,449.60 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 1,084.500 82,422.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 61.700 27,148.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 135.400 21,664.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 343.000 36,015.00 343.000 36,015.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 9.500 7,125.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 27.130 24,417.00 347.800 313,020.00 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 81.000 10,125.00 343.000 42,875.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 124.500 16,807.50 521.000 70,335.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 730.520 105,925.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 1,936.400 286,587.20 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 5,518.300 1,020,885.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 1,159.100 202,842.50 PROGRAM CAS145 PAGE 13 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 67,710.00 604.040 22,349.48 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 11,512.900 5,756.45 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 20,562.720 10,281.36 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 577.650 13,285.95 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 2,698.000 4,047.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 130.000 650.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 3,505.000 11,216.00 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 0.879 619,695.00 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 1,340.000 160,800.00 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.000 0.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.029 6,032.00 0.390 81,120.00 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 0.237 97,170.00 0.576 236,160.00 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 0.017 6,970.00 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 0.959 1,438,500.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.032 70,400.00 0.881 1,938,200.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 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 0.060 2,100.00 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 02/27/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:43 AM ESTIMATE NO. 65 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 02/20/08 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,276,069.87 153,193,720.84 ADJUSTMENT OF COMPENSATION -1,080,167.19 38,869,240.69 EXTRA WORK 138,033.01 20,123,179.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,333,935.69 212,186,141.18 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 3,333,935.69 230,529,206.13 MATERIALS ON HAND ON SITE 428,741.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -404,451.42 TOTAL 3,333,935.69 230,553,496.23 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/24/04 845 03/10/04 03/10/04 04/25/08 927 57 229 24 89% 84% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/27/08