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 10/22/04 EST. NO.20 TIME 02:37 PM R.E. NAME: VALDOVINOS, VICTOR 07-1257U4 --------------------------------------------------------------------------- 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 0154 123.39 E.W. @ F.A.(+) 072204 Y 0546.0 0155 123.39 072204 Y 0547.0 0157 360.21 071404 Y 0549.0 0158 591.49 082304 Y 0558.0 0159 249.59 081904 Y 0559.0 0160 2,409.11 080904 Y 0561.0 0161 123.39 080304 Y 0562.0 0162 123.39 072304 Y 0568.0 0163 2,002.29 083004 N 0573.0 0164 548.95 092004 Y 0582.0 0166 325.60 100104 Y 0590.0 0167 966.93 083104 Y 0594.0 0168 742.22 090904 Y 0595.0 0169 124.56 091004 Y 0596.0 0172 2,961.66 092304 N 0623.0 002 0039 1,878.82 E.W. @ F.A.(+) 090904 N 619 0 0040 2,558.61 081604 N 616 0 0041 940.07 091004 N 620 0 0042 1,323.71 081004 N 614 0 0044 479.33 080904 N 613 0 0045 527.49 082404 N 617 0 0047 8,269.73 100104 Y 0589.0 003 0005 209.25 E.W. @ F.A.(+) 032304 Y 0583.0 004 0007 1,939.00 E.W. @ F.A.(+) 080304 Y 0593.0 009 0043 265.43 E.W. @ F.A.(+) 080204 Y 0564.0 0044 878.98 092204 Y 0584.0 0045 174.99 082904 Y 0599.0 013 0010 154.23 E.W. @ F.A.(+) 060304 Y 0550.0 0011 52.80 082604 Y 0554.0 0012 592.65 082504 Y 0555.0 0013 422.40 081304 Y 0556.0 0014 290.41 081204 Y 0557.0 022 0008 390.68 E.W. @ F.A.(+) 092204 Y 0585.0 0009 520.89 092304 Y 0586.0 0010 522.81 093004 Y 0591.0 0011 522.81 100104 Y 0592.0 025 0103 121.40 E.W. @ F.A.(+) 051304 Y 0587.0 034 0005 222.19 E.W. @ F.A.(+) 081104 Y 0553.0 040 0004 1,630.19 E.W. @ F.A.(+) 072704 N 0576 0 36,665.04 TOTAL THIS ESTIMATE 542,086.15 TOTAL PREVIOUS ESTIMATE 578,751.19 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 10/22/04 EST. NO.20 TIME 02:37 PM R.E. NAME: VALDOVINOS, VICTOR 07-1257U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPENI -43,000.00 08 CORING DEPTH MED369- -179.78 18 CORING DEPTH WB60-38 -5,163.40 18 PCCP OUT OF CONTRACT -3,846.80 18 0.00 -52,189.98 LABOR COMPLIANCE VIOLATION AMERICAN -10,000.00 03 AMERICAN 10,000.00 04 CGO -10,000.00 04 PAYROLLS AUG -10,000.00 05 CGO 10,000.00 06 PAYROLLS AUG 10,000.00 06 OCTOBER PAYROLL -10,000.00 07 NOVEMBER PAYROLL -10,000.00 08 JAN PAYROLL -10,000.00 10 NOVEMBER PAYROLL 10,000.00 10 OCTOBER PAYROLL 10,000.00 10 JAN PAYROLL 10,000.00 11 MARCH PAYROLL -10,000.00 12 APRIL PAYROLL -10,000.00 13 JUNE PAYROLL -10,000.00 14 JULY PAYROLLS -10,000.00 16 APR PAYROLL 10,000.00 17 JUNE PAYROLL 10,000.00 17 MAR PAYROLL 10,000.00 17 SEPT PAYROLL -10,000.00 18 JULY PAYROLLS 10,000.00 20 SEPT PAYROLL 10,000.00 20 20,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 -52,189.98 PROGRAM CAS145 PAGE 1 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 LOCATION PROGRESS ESTIMATE 07-LA-60-R22.4/R25.0 ----------------- CC MYERS, INC. IN LOS ANGELES COUNTY IN DIAMOND 1822 S. LEWIS STREET BAR AND THE CITY OF INDUSTRY AT ANAHEIM, CA VARIOUS LOCATIONS FED. AID NO. ACST-X037(114)E ,P-X037(114)E CONCRETE BOX GIRDER BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 4,700.0000 3,760,000.00 21.000 98,700.00 351.000 1,649,700.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 350,000.0000 350,000.00 0.020 7,000.00 0.510 178,500.00 05 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.850 42,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.026 14,300.00 0.442 243,100.00 S) 07 TYPE III BARRICADE EA 85.0000 1,275.00 6.000 510.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 75.0000 3,750.00 176.420 13,231.50 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 31,200.00 37,101.820 22,261.09 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 10.000 350.00 601.000 21,035.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 101,700.00 20,032.000 60,096.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,100.0000 2,200.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 45.0000 1,174,500.00 15,529.000 698,805.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 225.0000 144,000.00 6.000 1,350.00 692.000 155,700.00 S) 15 ABANDON SEWER M 10.0000 7,500.00 743.000 7,430.00 S) 16 CONCRETE SURFACING M2 5.0000 1,000.00 0.000 0.00 17 REMOVE CHAIN LINK FENCE M 12.0000 21,720.00 1,944.690 23,336.28 S) 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 16,200.00 1,038.380 20,767.60 S) 19 REMOVE TRAFFIC STRIPE M 1.1500 26,450.00 15,366.000 17,670.90 S) 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 29,750.00 19,949.210 34,911.12 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 15.0000 450.00 123.380 1,850.70 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 15,900.00 18,507.000 18,507.00 S) PROGRAM CAS145 PAGE 2 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 200.0000 5,800.00 2.000 400.00 24 REMOVE SIGN STRUCTURE EA 4,000.0000 28,000.00 4.000 16,000.00 25 REMOVE PIPE M 150.0000 60,000.00 384.800 57,720.00 26 REMOVE INLET EA 650.0000 22,750.00 26.000 16,900.00 27 REMOVE HEADWALL EA 750.0000 1,500.00 2.000 1,500.00 28 REMOVE SEWER MANHOLE EA 750.0000 7,500.00 10.000 7,500.00 S) 29 REMOVE SEWER PIPE M 33.0000 231.00 14.000 462.00 S) 30 REMOVE CONCRETE PAVEMENT M2 5.0000 19,150.00 5,422.140 27,110.70 31 RECONSTRUCT CHAIN LINK FENCE M 35.0000 5,250.00 0.000 0.00 S) 32 RECONSTRUCT CHAIN LINK GATE EA 400.0000 400.00 0.000 0.00 S) 33 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 8,500.00 91.460 4,573.00 S) (WOOD POST) 34 RELOCATE ROADSIDE SIGN-ONE POST EA 125.0000 2,250.00 2.000 250.00 2.000 250.00 35 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,500.00 0.000 0.00 36 MODIFY INLET EA 2,300.0000 16,100.00 1.000 2,300.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 3,600.00 0.000 0.00 S) (45 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 8,680.00 0.000 0.00 S) (75 MM MAXIMUM) 39 REMOVE CONCRETE M3 70.0000 60,200.00 358.000 25,060.00 483.185 33,822.95 40 REMOVE CONCRETE CURB M 5.0000 12,000.00 30.000 150.00 1,980.600 9,903.00 41 REMOVE CONCRETE SIDEWALK M2 4.0000 480.00 0.000 0.00 42 REMOVE CONCRETE BARRIER M 17.0000 25,449.00 923.400 15,697.80 43 ACCESS OPENING, SOFFIT EA 2,500.0000 5,000.00 1.300 3,250.00 44 CAP INLET AND RISER EA 800.0000 4,000.00 10.000 8,000.00 45 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 0.000 0.00 S) 46 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.950 95,000.00 47 ROADWAY EXCAVATION M3 11.0000 770,000.00 4,277.760 47,055.36 51,679.100 568,470.10 48 ROADWAY EXCAVATION (TYPE Y) M3 11.0000 128,700.00 1,347.000 14,817.00 10,301.000 113,311.00 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION M3 25.0000 5,075.00 0.000 0.00 F) 51 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 42,390.00 1,233.000 36,990.00 F) 52 STRUCTURE EXCAVATION (CULVERT) M3 5.0000 1,940.00 388.190 1,940.95 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 796,680.00 1,370.000 49,320.00 11,537.000 415,332.00 F) 54 STRUCTURE EXCAVATION (TYPE Y) M3 5.0000 37,870.00 693.000 3,465.00 4,281.250 21,406.25 F) (AERIALLY DEPOSITED LEAD) 55 STRUCTURE BACKFILL M3 20.0000 2,300.00 0.000 0.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 28,035.00 200.000 7,000.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 6.0000 480.00 80.000 480.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 17.0000 346,919.00 1,040.000 17,680.00 5,607.000 95,319.00 F) 59 GRAVEL FILL M3 20.0000 50,840.00 1,251.000 25,020.00 F) 60 PERVIOUS BACKFILL MATERIAL (RETAINING M3 118.0000 74,340.00 131.000 15,458.00 WALL) 61 SOIL CEMENT M3 150.0000 225,750.00 0.000 0.00 S) 62 EARTH RETAINING STRUCTURE, LOCATION A M2 440.0000 372,680.00 0.000 0.00 F) 63 EARTH RETAINING STRUCTURE, LOCATION B M2 290.0000 1,365,900.00 4,710.000 1,365,900.00 F) 64 EARTH RETAINING STRUCTURE, LOCATION C M2 220.0000 121,660.00 46.000 10,120.00 553.000 121,660.00 F) 65 SOIL NAIL ASSEMBLY M 60.0000 145,740.00 2,560.000 153,600.00 S) 66 IMPORTED BORROW M3 0.0100 53.60 0.000 0.00 67 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 0.0100 82.30 0.000 0.00 68 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 69 DUFF HA 3,500.0000 21,000.00 0.000 0.00 S) 70 STRAW (EROSION CONTROL) TONN 600.0000 13,800.00 0.000 0.00 S) 71 FIBER (EROSION CONTROL) KG 0.9000 4,041.00 0.000 0.00 S) 72 COMPOST (EROSION CONTROL) KG 0.5000 11,250.00 0.000 0.00 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 0.000 0.00 S) 74 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 12,000.00 0.000 0.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 3.7500 3,337.50 0.000 0.00 S) 76 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.100 1,500.00 S) 78 200 MM CORRUGATED HIGH DENSITY M 155.0000 26,350.00 71.580 11,094.90 S) POLYETHYLENE PIPE CONDUIT 79 EXTEND 200 MM CONDUIT M 450.0000 81,000.00 4.000 1,800.00 S) 80 CLASS 4 AGGREGATE SUBBASE M3 14.0000 69,720.00 258.640 3,620.96 4,273.600 59,830.40 81 CLASS 2 AGGREGATE BASE M3 24.0000 108,240.00 231.410 5,553.84 3,791.950 91,006.80 82 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 12,000.00 13.000 1,950.00 83 CLASS 3 AGGREGATE BASE M3 21.0000 405,300.00 707.140 14,849.94 10,718.820 225,095.22 84 LEAN CONCRETE BASE M3 130.0000 1,755,000.00 793.330 103,132.90 6,551.290 851,667.70 85 ASPHALT CONCRETE (TYPE B) TONN 50.0000 350,000.00 4,892.290 244,614.50 86 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 70.0000 32,900.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE M 2.5000 13,200.00 504.880 1,262.20 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 15,000.00 7.820 93.84 AREA) 89 CONCRETE PAVEMENT M3 165.0000 4,191,000.00 865.200 142,758.00 10,671.589 1,760,812.19 90 CONCRETE PAVEMENT (RAMP TERMINI) M3 275.0000 46,750.00 0.000 0.00 91 REPLACE CONCRETE PAVEMENT M3 350.0000 129,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 92 SEAL PAVEMENT JOINT M 3.2500 52,000.00 10,387.150 33,758.24 93 SEAL LONGITUDINAL ISOLATION JOINT M 7.5000 93,750.00 0.000 0.00 94 TIE BAR (DRILL AND BOND) EA 6.0000 1,560.00 0.000 0.00 95 GRIND EXISTING CONCRETE M2 5.0000 37,300.00 5,862.530 29,312.65 S) PAVEMENT 96 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 28,325.00 0.000 0.00 PILING 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 240.0000 206,160.00 0.000 0.00 S) PILING 98 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,025.0000 78,925.00 55.000 56,375.00 S) PILING 99 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 184,800.00 60.800 200,640.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 274,400.00 45.700 127,960.00 S) PILING 01 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,350.0000 426,300.00 93.120 405,072.00 S) PILING 02 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 4,500.0000 900,000.00 73.800 332,100.00 S) PILING 03 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 525.0000 98,175.00 90.000 47,250.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 900 MM CAST-IN-DRILLED HOLE CONCRETE M 525.0000 35,700.00 57.000 29,925.00 S) PILING (ROCK SOCKET) 05 1.2 M CAST-IN-DRILLED HOLE CONCRETE M 750.0000 7,500.00 0.000 0.00 S) PILING (ROCK SOCKET) 06 1.8 M CAST-IN-DRILLED HOLE CONCRETE M 2,800.0000 64,400.00 23.000 64,400.00 S) PILING (ROCK SOCKET) 07 2.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,500.0000 364,000.00 48.556 169,946.00 S) PILING (ROCK SOCKET) 08 3.0 M CAST-IN-DRILLED HOLE CONCRETE M 3,700.0000 521,700.00 138.942 514,085.40 S) PILING (ROCK SOCKET) 09 3.4 M CAST-IN-DRILLED HOLE CONCRETE M 3,800.0000 1,022,200.00 102.225 388,455.00 S) PILING (ROCK SOCKET) 10 PRESTRESSING CAST-IN-PLACE CONCRETE LS 475,000.0000 475,000.00 0.140 66,500.00 0.260 123,500.00 S) 11 TIEBACK ANCHOR EA 2,100.0000 136,500.00 65.000 136,500.00 S) 12 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 50,750.00 70.000 24,500.00 F) 13 STRUCTURAL CONCRETE, BRIDGE M3 371.0000 6,034,315.00 1,254.660 465,478.86 3,823.040 1,418,347.84 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 2,438,475.00 166.000 53,950.00 2,986.850 970,726.25 F) 15 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 650,580.00 0.000 0.00 F) 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 86,450.00 0.000 0.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 20.000 15,000.00 (TYPE R) 18 STRUCTURAL CONCRETE APPROACH SLAB M3 900.0000 5,400.00 6.000 5,400.00 6.000 5,400.00 F) (TYPE R MODIFIED) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 600.0000 48,000.00 78.990 47,394.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 205,800.00 8.520 8,946.00 104.640 109,872.00 F) 21 MINOR CONCRETE (PIPE ENCASEMENT) M3 150.0000 465.00 10.700 1,605.00 22 MINOR CONCRETE (BACKFILL) M3 145.0000 17,400.00 64.510 9,353.95 23 PAVING NOTCH EXTENSION M3 5,600.0000 16,800.00 0.500 2,800.00 24 ARCHITECTURAL TREATMENT M2 35.0000 2,450.00 0.000 0.00 F) 25 FRACTURED RIB TEXTURE M2 55.0000 96,855.00 621.000 34,155.00 F) 26 CORE CONCRETE (101 MM - 150 MM) M 580.0000 3,480.00 6.000 3,480.00 S) 27 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 135.0000 315,495.00 0.000 0.00 SF) 28 SOUND WALL (MASONRY BLOCK) M2 135.0000 246,375.00 0.000 0.00 SF) 29 PTFE BEARING EA 2,000.0000 40,000.00 10.000 20,000.00 S) 30 PTFE SPHERICAL BEARING EA 2,500.0000 62,500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 JOINT SEAL (MR 15 MM) M 120.0000 4,920.00 0.000 0.00 S) 32 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,100.0000 49,500.00 0.000 0.00 S) 33 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,600.0000 110,400.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 62,000.00 0.000 0.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 0.9200 4,223,812.00 1,974,779.580 1,816,797.21 SF) 36 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 630,925.00 6,160.000 7,700.00 195,965.000 244,956.25 SF) 37 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 5,459.00 7,927.000 7,927.00 SF) 38 HEADED BAR REINFORCEMENT EA 7.0000 109,109.00 2,523.000 17,661.00 SF) 39 SHOTCRETE M3 870.0000 168,780.00 193.519 168,361.53 F) 40 ISOLATION CASING KG 0.5000 41,200.00 6,892.000 3,446.00 27,292.000 13,646.00 SF) 41 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.4000 86,618.40 0.000 0.00 SF) 42 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6500 12,795.90 0.000 0.00 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 458,120.00 0.000 0.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 62,991.50 0.000 0.00 SF) 45 760 MM CAST-IN-DRILLED-HOLE M 750.0000 6,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 920 MM CAST-IN-DRILLED-HOLE M 950.0000 61,750.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 1070 MM CAST-IN-DRILLED-HOLE M 1,300.0000 26,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1370 MM CAST-IN-DRILLED-HOLE M 2,300.0000 78,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 15.0000 16,800.00 0.000 0.00 50 METAL (WALL MOUNTED SIGN) KG 15.0000 3,450.00 0.000 0.00 51 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 1,400.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 60.0000 1,680.00 0.000 0.00 54 450 MM REINFORCED CONCRETE PIPE M 150.0000 22,500.00 97.600 14,640.00 55 600 MM REINFORCED CONCRETE PIPE M 160.0000 257,600.00 178.250 28,520.00 952.590 152,414.40 56 750 MM REINFORCED CONCRETE PIPE M 250.0000 6,000.00 2.200 550.00 57 PREFABRICATED VERTICAL DRAIN M 1.9000 123,424.00 51,625.000 98,087.50 S) PROGRAM CAS145 PAGE 7 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 110,330.00 1,059.800 18,016.60 3,733.500 63,469.50 59 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 40.0000 17,200.00 137.260 5,490.40 387.870 15,514.80 60 GRATED LINE DRAIN M 220.0000 37,400.00 0.000 0.00 61 450 MM CORRUGATED STEEL PIPE RISER M 1,100.0000 11,000.00 5.500 6,050.00 (2.01 MM THICK) 62 600 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 63 600 MM PRECAST CONCRETE PIPE MANHOLE M 400.0000 720.00 1.100 440.00 64 200 MM CAST IRON PIPE M 325.0000 3,575.00 11.000 3,575.00 S) 65 200 MM VITRIFIED CLAY PIPE M 130.0000 16,900.00 129.000 16,770.00 S) (EXTRA STRENGTH) 66 250 MM VITRIFIED CLAY PIPE M 145.0000 91,350.00 629.000 91,205.00 S) (EXTRA STRENGTH) 67 300 MM VITRIFIED CLAY PIPE M 190.0000 2,090.00 12.000 2,280.00 S) (EXTRA STRENGTH) 68 CONCRETE SEWER MANHOLE EA 2,300.0000 23,000.00 9.000 20,700.00 S) 69 ROCK SLOPE PROTECTION M3 100.0000 430.00 0.000 0.00 (FACING, METHOD B) 70 SLOPE PAVING (SPLIT FACE PAVERS) M2 150.0000 799,500.00 0.000 0.00 71 MINOR CONCRETE (DITCH LINING) M3 900.0000 83,700.00 0.000 0.00 72 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 178,750.00 149.260 41,046.50 451.470 124,154.25 73 MINOR CONCRETE (MISCELLANEOUS M3 240.0000 48,000.00 4.650 1,116.00 121.330 29,119.20 CONSTRUCTION) 74 MINOR CONCRETE (GUTTER) M 400.0000 292,000.00 468.000 187,200.00 F) 75 MISCELLANEOUS IRON AND STEEL KG 1.7500 44,768.50 7,395.000 12,941.25 SF) 76 MANHOLE FRAME AND COVER EA 275.0000 2,750.00 10.000 2,750.00 S) 77 MISCELLANEOUS METAL KG 6.0000 69,420.00 300.000 1,800.00 SF)(RESTRAINER - CABLE TYPE) 78 MISCELLANEOUS METAL, DECK DRAIN KG 4.0000 89,200.00 950.000 3,800.00 2,850.000 11,400.00 SF) 79 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 9,860.00 0.000 0.00 SF) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 42,960.00 217.620 5,222.88 S) 81 GUARD RAILING DELINEATOR EA 25.0000 100.00 0.000 0.00 82 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 2,700.00 0.000 0.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 42,900.00 47.300 3,074.50 S) 84 CONCRETE BARRIER (TYPE 50A) M 100.0000 900.00 9.000 900.00 F) PROGRAM CAS145 PAGE 8 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CABLE RAILING M 20.0000 12,500.00 0.000 0.00 SF) 86 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 50,000.00 5.000 12,500.00 S) 87 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 18,200.00 4.000 2,800.00 S) 90 CRASH CUSHION, SAND FILLED EA 4,000.0000 8,000.00 0.000 0.00 S) 91 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 0.000 0.00 S) 92 CONCRETE BARRIER (TYPE 60) M 100.0000 230,000.00 1,335.340 133,534.00 93 CONCRETE BARRIER (TYPE 60W) M 85.0000 23,800.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60A) M 230.0000 223,790.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 60C) M 100.0000 66,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 60D) M 135.0000 58,590.00 70.000 9,450.00 F) 97 CONCRETE BARRIER (TYPE 60D MOD) M 85.0000 37,570.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60E) M 140.0000 53,200.00 64.600 9,044.00 99 CONCRETE BARRIER (TYPE 736) M 145.0000 394,255.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 736 MOD) M 160.0000 240,800.00 0.000 0.00 F) 01 CONCRETE BARRIER (TYPE 736A) M 120.0000 237,360.00 929.000 111,480.00 F) 02 CONCRETE BARRIER (TYPE 736A MOD) M 165.0000 132,165.00 0.000 0.00 F) 03 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,750.00 0.000 0.00 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 45,920.00 0.000 0.00 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 10,000.00 0.000 0.00 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 4,305.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 26,640.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 860.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 09 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 1,850.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 12,100.00 0.000 0.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 16,180.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING (TEMPORARY) LS 125,000.0000 125,000.00 0.727 90,875.00 S) 13 HIGHWAY ADVISORY RADIO (LOCATION OR043) LS 40,000.0000 40,000.00 0.000 0.00 S) 14 SIZE 78 CONDUIT M 45.0000 9,450.00 61.000 2,745.00 S) (TRENCHED IN UNPAVED AREA) 15 SIZE 78 TYPE 1 CONDUIT (JACKED) M 80.0000 6,400.00 76.000 6,080.00 S) 16 TWO-SIZE 103 CONDUITS M 85.0000 40,800.00 269.000 22,865.00 S) (TRENCHED IN UNPAVED AREA) 17 TWO-SIZE 103 CONDUITS M 115.0000 109,250.00 140.000 16,100.00 S) (TRENCHED IN ASPHALT) 18 TWO-SIZE 103 TYPE 1 CONDUITS M 135.0000 31,050.00 152.000 20,520.00 S) (JACKED) 19 TWO-SIZE 103 TYPE 1 CONDUITS M 60.0000 162,000.00 2,298.000 137,880.00 S) (TRENCHED IN CONCRETE) 20 SIZE 25 INNERDUCT M 5.0000 60,500.00 0.000 0.00 S) 21 SIZE 32 INNERDUCT M 8.0000 52,080.00 0.000 0.00 S) 22 COMMUNICATION CONDUIT (BRIDGE) M 110.0000 25,520.00 48.000 5,280.00 SF) 23 MODIFY TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.326 4,890.00 S) 24 TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.051 510.00 S) (RELOCATE - LOCATION 2714) 25 TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.611 12,220.00 S) (LOCATION 2163) 26 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.453 13,590.00 S) (LOCATION 2363) 27 CLOSED CIRCUIT TELEVISION CAMERA LS 10,000.0000 10,000.00 0.172 1,720.00 S) (RELOCATE - LOCATION PO226) 28 CLOSED CIRCUIT TELEVISION CAMERA LS 35,000.0000 35,000.00 0.193 6,755.00 S) (LOCATION OR043) 29 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 0.451 13,530.00 S) (LOCATION PO247) 30 CABLE NODE (RELOCATE - LOCATION PO237) LS 8,000.0000 8,000.00 0.014 112.00 S) 31 VIDEO NODE (LOCATION PO247) LS 10,000.0000 10,000.00 0.000 0.00 S) 32 EQUIPMENT AT SAN GABRIEL VALLEY HUB LS 50,000.0000 50,000.00 0.000 0.00 S) 33 COLLECTOR METERING SYSTEM LS 35,000.0000 35,000.00 0.030 1,050.00 S) 34 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.149 4,470.00 S) 35 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.472 14,160.00 S) 36 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 S) 37 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 10,000.0000 10,000.00 0.118 1,180.00 0.118 1,180.00 S) 38 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.053 3,445.00 0.335 21,775.00 S) PROGRAM CAS145 PAGE 10 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 12 SINGLEMODE FIBER OPTIC CABLE M 2.0000 5,560.00 0.000 0.00 S) 40 36 SINGLEMODE FIBER OPTIC CABLE M 4.0000 20,320.00 0.000 0.00 S) 41 48 SINGLEMODE FIBER OPTIC CABLE M 6.0000 18,360.00 0.000 0.00 S) 42 72 SINGLEMODE FIBER OPTIC CABLE M 7.0000 21,350.00 0.000 0.00 S) 43 FIBER OPTIC SPLICE CLOSURE EA 1,000.0000 7,000.00 0.000 0.00 S) 44 TWISTED PAIR SPLICE CLOSURE EA 900.0000 3,600.00 0.000 0.00 S) 45 TWISTED PAIR CABLE (6 PAIR) M 8.0000 2,400.00 0.000 0.00 S) 46 TWISTED PAIR CABLE (50 PAIR) M 9.0000 18,720.00 0.000 0.00 S) 47 NO. 6 PULL BOX EA 800.0000 4,000.00 0.000 0.00 S) 48 COMMUNICATION PULL BOX EA 1,500.0000 28,500.00 6.000 9,000.00 S) 49 REMOVE PULL BOX EA 200.0000 1,600.00 0.000 0.00 S) 50 SPLICE VAULT EA 3,200.0000 16,000.00 5.000 16,000.00 S) 51 SYSTEM TESTING AND DOCUMENTATION LS 60,000.0000 60,000.00 0.112 6,720.00 S) PROGRAM CAS145 PAGE 11 DATE 10/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1257U4 TIME 02:37 PM ESTIMATE NO. 20 BID OPENING 02/27/03 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: VALDOVINOS, VICTOR DATE OF THIS ESTIMATE 10/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,273,568.36 18,886,522.29 ADJUSTMENT OF COMPENSATION 0.00 55,175.87 EXTRA WORK 36,665.04 523,575.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,310,233.40 19,465,273.48 52 MOBILIZATION LS 4691,000.0000 4,691,000.00 0.950 4,456,450.00 ORIGINAL CONTRACT AMOUNT 50,582,426.70 TOTAL WORK COMPLETED 1,310,233.40 23,921,723.48 MATERIALS ON HAND ON SITE 373,600.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -52,189.98 TOTAL 1,330,233.40 24,243,134.11 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 04/23/03 920 05/08/03 05/06/03 08/03/06 350 9 0 1 46% 44% PROGRESS IS SATISFACTORY VALDOVINOS, VICTOR RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 10/22/04