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 10/26/04 EST. NO.09 TIME 02:33 PM 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 0013 11,013.72 E.W. @ F.A.(+) 080904 Y 0224.0 0018 497.16 082504 Y 0255.0 0019 1,006.78 090804 Y 0256.0 0021 1,035.64 091704 Y 0260.0 0022 189.87 092004 Y 0261.0 0023 864.29 092304 Y 0262.0 0024 390.36 092204 Y 0263.0 0025 657.95 092704 Y 0287.0 0026 740.43 093004 Y 0290.0 0027 620.04 092804 Y 0291.0 0028 661.02 092904 Y 0292.0 0029 858.10 100104 Y 0295.0 0030 319.86 063004 Y 0285.0 0031 5,899.71 080204 Y 0297.0 0033 1,004.85 100604 Y 0306.0 0034 1,005.11 100504 Y 0307.0 0035 811.84 100404 Y 0308.0 0036 768.40 101304 Y 0342.0 0037 1,437.86 101104 Y 0344.0 002 0008 304.32 E.W. @ F.A.(+) 062504 Y 0092.0 0016 499.82 092004 Y 0258.0 0017 589.83 092204 Y 0286.0 0018 201.54 101304 Y 0319.0 0019 19,564.09 083104 Y 0202.1 005 0002 -6,805.87 A.C. @ U.P.(-) 100604 N 2 0 0002-1 6,805.87 100604 N 2 0 DAO CORRECTING ENTRY 0003 6,805.87 A.C. @ U.P.(+) 100604 N 2.5 0 006 0036 167.97 E.W. @ F.A.(+) 072704 Y 0210.0 0039 158.14 080504 Y 0251.0 0040 74.12 092704 Y 0293.0 0041 90.42 062404 Y 0284.0 0042 307.67 081404 Y 0314.0 0043 184.24 100204 Y 0298.0 0044 60.45 083104 Y 0299.0 0045 59.26 092804 Y 0300.0 0046 60.45 100604 Y 0301.0 0047 296.97 100104 Y 0302.0 0048 80.00 100804 Y 0320.0 0050 243.42 101204 Y 0345.0 009 0011-1 -1,871.92 E.W. @ F.A.(+) 060804 N 69 0 DAO CORRECTING ENTRY 0022-1 -1,346.40 081304 N 153 0 DAO CORRECTING ENTRY 0026-1 -1,154.58 082404 N 193 0 DAO CORRECTING ENTRY 0028-1 -959.07 082504 N 195 0 DAO CORRECTING ENTRY 0049 210.02 090304 N 273 0 0050 811.13 092104 N 268 0 0051 1,659.97 092404 N 274 0 0052 1,584.81 081304 N 275 0 0053 1,891.86 092704 N 276 0 0055 2,612.87 092904 N 278 0 0056 2,514.53 093004 N 279 0 0057 825.67 100104 N 280 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/26/04 EST. NO.09 TIME 02:33 PM 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 --------------------------------------------------------------------------- 0059 194.98 092404 Y 0288.0 0060 1,846.54 060804 N 69.1 0 0061 1,288.63 081304 N 153.10 0062 1,096.81 082404 N 193.10 0063 901.30 082504 N 195.10 0064 1,762.71 091304 N 242.10 011 0024 413.60 E.W. @ F.A.(+) 090304 Y 0222.0 0025 318.12 091004 Y 0227.0 0026 376.20 091704 Y 0264.0 0027 419.32 092404 Y 0265.0 0028 465.96 100104 Y 0289.0 0029 459.80 100804 Y 0303.0 0030 611.60 101504 Y 0346.0 013 0002 1,644.56 E.W. @ F.A.(+) 091304 Y 0259.0 0003 865.76 091004 Y 0281.0 019 0008 57.50 E.W. @ F.A.(+) 100104 Y 0304.0 022 0001-1 -1,336.50 E.W. @ F.A.(+) 042604 Y 0104.0 DAO CORRECTING ENTRY 0006-1 -672.00 050404 Y 0203.0 DAO CORRECTING ENTRY 0010 1,404.64 072004 Y 0238.1 0011 1,181.85 042604 Y 0104.1 0012 3,188.70 042104 Y 0179.1 0013 666.96 050404 Y 0203.1 0014 1,220.37 071904 Y 0229.1 023 0001 560.26 E.W. @ F.A.(+) 052804 N 64 0 0002-1 -2,447.48 052604 N 66 0 DAO CORRECTING ENTRY 0005 2,107.02 052604 N 66.1 0 027 0008-1 -3,221.11 E.W. @ F.A.(+) 062104 Y 0079.0 DAO CORRECTING ENTRY 0013-1 -1,661.17 072804 Y 0167.0 DAO CORRECTING ENTRY 0018 302.43 062204 Y 0283.0 0019 951.78 081804 Y 0312.0 0020 64.41 092904 Y 0309.0 0021 100.37 093004 Y 0310.0 0022 1,776.10 072804 Y 0167.1 0023 774.70 071604 Y 0176.1 031 0004 163.36 E.W. @ F.A.(+) 090804 Y 0254.0 0005 237.02 092804 Y 0294.0 032 0017 672.59 E.W. @ F.A.(+) 082504 Y 0282.0 0018 165.13 090204 Y 0311.0 0019 1,429.32 070204 Y 0313.0 0020 164.13 052704 Y 0316.0 0021 491.44 052404 Y 0317.0 034 0013 506.13 E.W. @ F.A.(+) 081104 Y 0212.0 0017 426.32 081604 Y 0315.0 046 0004 174.39 E.W. @ F.A.(+) 080604 Y 0318.0 88,425.01 TOTAL THIS ESTIMATE 480,701.12 TOTAL PREVIOUS ESTIMATE 569,126.13 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 10/26/04 EST. NO.09 TIME 02:33 PM 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 -5,175.60 -75,267.74 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 0.00 0.00 TOTAL DEDUCTIONS -5,175.60 -75,267.74 PROGRAM CAS145 PAGE 1 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.001 800.00 0.026 20,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.313 6,260.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 21.000 144,900.00 155.000 1,069,500.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 329.100 8,227.50 1,646.400 41,160.00 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.028 14,000.00 0.196 98,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.270 27,000.00 0.604 60,400.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.070 70,000.00 0.570 570,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 2.000 130.00 75.000 4,875.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 15.880 476.40 151.640 4,549.20 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 2,201.450 1,430.94 57,884.330 37,624.81 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 610.000 17,080.00 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 18,504.000 64,764.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 0.200 1,200.00 6.000 36,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 96.000 2,304.00 13,520.830 324,499.92 S) PROGRAM CAS145 PAGE 2 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.000 1,820.00 260.000 36,400.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 9,323.380 25,173.13 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 2.000 2,000.00 4.000 4,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 379.400 11,002.60 27 OBLITERATE SURFACING M2 1.3000 176,800.00 3,510.000 4,563.00 3,920.000 5,096.00 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 409.000 6,953.00 3,573.600 60,751.20 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 4,592.110 101,026.42 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 974.000 1,461.00 31,873.830 47,810.75 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 7,520.100 15,040.20 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 989.810 1,484.72 10,506.110 15,759.17 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 42.480 1,274.40 175.680 5,270.40 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 120.000 120.00 19,306.000 19,306.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 26.000 2,600.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 4.000 12,000.00 16.000 48,000.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 171.000 11,970.00 462.120 32,348.40 40 REMOVE INLET EA 540.0000 64,800.00 13.000 7,020.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 1.000 540.00 11.000 5,940.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 6.000 4,200.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 73.750 1,696.25 268.850 6,183.55 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 0.000 0.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 0.000 0.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 2.000 500.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 9,200.050 14,720.08 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 189.870 14,240.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 123.000 4,305.00 1,158.800 40,558.00 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 0.000 0.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 0.000 0.00 59 REMOVE CONCRETE STAIRWAY LS 1,000.0000 1,000.00 1.000 1,000.00 60 REMOVE CONCRETE (MISCELLANEOUS) M3 50.0000 58,000.00 4.600 230.00 557.020 27,851.00 61 REMOVE SOUND WALL M2 20.0000 78,200.00 20.510 410.20 62 CAP INLET EA 500.0000 22,500.00 0.000 0.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 9.000 1,350.00 9.000 1,350.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.388 252,200.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.000 0.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 0.025 4,250.00 0.858 145,860.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.098 9,800.00 0.710 71,000.00 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 41,016.000 495,883.44 95,294.240 1,152,107.36 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.750 22,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 1,760.000 132,000.00 9,648.000 723,600.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 0.000 0.00 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 22,400.00 476.000 19,040.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 966.000 28,980.00 16,667.000 500,010.00 F) PROGRAM CAS145 PAGE 4 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 2,300.00 528.000 26,400.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 313.800 10,983.00 1,439.800 50,393.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 4.300 150.50 4.300 150.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 145.070 10,154.90 81 DITCH EXCAVATION M3 20.0000 50,000.00 120.000 2,400.00 120.000 2,400.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 536.000 142,040.00 998.000 264,470.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 0.000 0.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 1,809.100 18.09 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.000 0.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 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 0.000 0.00 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 0.000 0.00 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 0.000 0.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 0.000 0.00 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 0.000 0.00 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 7.350 13,597.50 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 -0.079 -15,010.00 0.048 9,120.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 0.000 0.00 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 220.000 18,700.00 220.000 18,700.00 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912,000.00 391.180 15,647.20 3,740.340 149,613.60 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 57.820 7,747.88 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 0.000 0.00 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 0.000 0.00 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 1,767.600 78,658.20 8,739.050 388,887.73 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 267.150 5,877.30 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 0.000 0.00 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 108.180 20,446.02 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 0.000 0.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 0.000 0.00 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 0.000 0.00 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 1,542.245 478,095.95 1,655.445 513,187.95 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 162.000 76,950.00 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 86.300 431,500.00 277.530 1,387,650.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 0.000 0.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 0.000 0.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 0.000 0.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 32.640 234,355.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 0.000 0.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 0.000 0.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 0.000 0.00 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 0.000 0.00 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 0.000 0.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.000 0.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 0.000 0.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 1,020.000 178,500.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,183.000 526,435.00 1,877.000 835,265.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 803.000 273,020.00 2,923.000 993,820.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 189.000 132,300.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 0.000 0.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 0.000 0.00 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 82.500 31,350.00 931.700 354,046.00 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 27.350 24,615.00 146.600 131,940.00 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 0.000 0.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 0.000 0.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 396.300 29,722.50 870.300 65,272.50 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 0.000 0.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 0.000 0.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 0.000 0.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 24.000 1,560.00 PROGRAM CAS145 PAGE 7 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 0.000 0.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 0.000 0.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 0.000 0.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 0.000 0.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 0.000 0.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 0.000 0.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 0.000 0.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 7,821.800 9,386.16 116,981.350 140,377.62 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 248,649.000 328,216.68 905,175.000 1,194,831.00 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 16,232.000 23,536.40 156,969.000 227,605.05 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 27,000.000 32,400.00 SF) 84 SHOTCRETE M3 425.0000 808,775.00 0.000 0.00 F) PROGRAM CAS145 PAGE 8 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 0.000 0.00 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 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 0.000 0.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 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 0.000 0.00 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 16.550 3,061.75 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 23.000 4,830.00 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 23.000 4,025.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 312.140 39,017.50 1,131.180 141,397.50 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 10.000 1,700.00 477.890 81,241.30 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 59.000 11,210.00 237.760 45,174.40 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 62.560 15,014.40 531.350 127,524.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 31.700 9,351.50 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 168.250 57,205.00 PROGRAM CAS145 PAGE 9 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,800.00 106.080 44,553.60 106.080 44,553.60 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 -106.080 -41,901.60 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 0.000 0.00 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 52.000 182,000.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 0.000 0.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 0.000 0.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 0.000 0.00 (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 0.000 0.00 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 0.000 0.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 0.000 0.00 (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 0.000 0.00 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 0.000 0.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 0.000 0.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 2.500 11,250.00 2.500 11,250.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.000 0.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 0.000 0.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 2.000 5,000.00 11.510 28,775.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 1.000 4,200.00 4.000 16,800.00 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 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 0.000 0.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 0.000 0.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 0.000 0.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 0.000 0.00 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 0.000 0.00 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 51.890 17,227.48 571.844 189,852.21 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 0.000 0.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.000 0.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 1,757.600 3,866.72 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 1.000 210.00 7.000 1,470.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 408.000 5,304.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 290.000 9,280.00 470.800 15,065.60 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 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 0.000 0.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 0.000 0.00 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 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 0.000 0.00 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 0.000 0.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 0.000 0.00 S) 83 CABLE RAILING M 22.0000 128,590.00 0.000 0.00 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 0.000 0.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 0.000 0.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 0.000 0.00 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 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 0.000 0.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 0.000 0.00 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 288.700 144.35 288.700 144.35 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 0.000 0.00 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 64.000 96.00 64.000 96.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 78.000 249.60 78.000 249.60 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.000 0.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 0.000 0.00 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 0.046 9,568.00 0.046 9,568.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.000 0.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.000 0.00 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 0.000 0.00 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 0.002 3,000.00 0.013 19,500.00 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 0.013 28,600.00 0.049 107,800.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 02:33 PM ESTIMATE NO. 09 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 10/20/04 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,566,915.57 14,459,343.01 ADJUSTMENT OF COMPENSATION 6,805.87 31,240.46 EXTRA WORK 81,619.14 537,885.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,655,340.58 15,028,469.14 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.500 9,171,532.48 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 3,655,340.58 24,200,001.62 MATERIALS ON HAND ON SITE 291,770.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,175.60 -75,267.74 TOTAL 3,650,164.98 24,416,504.17 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 02/02/07 152 3 0 0 13% 18% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/26/04