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 01/22/09 EST. NO.36 TIME 09:58 AM R.E. NAME: MARQUEZ, PAMELA J 10-300164 --------------------------------------------------------------------------- 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 0406 5.10 E.W. @ F.A.(+) 071808 N 2451.1 0407 5.10 071708 N 2452.1 0408 5.10 072508 N 2465.1 0409 5.10 072408 N 2466.1 0410 5.10 072108 N 2467.1 0411 5.10 072208 N 2468.1 0412 5.10 072308 N 2469.1 0413 21.74 100808 N 2694.1 0414 251.96 120908 N 4660.0 0415 141.79 121108 N 4661.0 0416 1,350.15 121108 N 4662.0 006 0510 1,252.80 E.W. @ F.A.(+) 073107 N 4664.0 013 0131-1 -175.62 E.W. @ F.A.(+) 111307 N 1601.1 DAO CORRECTING ENTRY 0131-2 351.23 111307 N 1601.1 DAO CORRECTING ENTRY 0132-1 -70.05 120808 N 1731.1 DAO CORRECTING ENTRY 0132-2 140.10 120808 N 1731.1 DAO CORRECTING ENTRY 0139 126.30 121608 N 2778.0 0140 1,305.55 103008 N 4666.0 0141 1,235.02 103108 N 4667.0 0142 1,559.84 121108 Y 4668.0 028 0160 10,170.04 E.W. @ F.A.(+) 031107 Y 4669.0 0161 897.38 021907 Y 4670.0 0162 11,347.92 030507 Y 4671.0 0163 6,088.98 051407 Y 4672.0 043 0044 1,551.03 E.W. @ F.A.(+) 120808 N 4649.0 0047 2,433.30 120908 Y 4692.0 051 0004 207,929.84 A.C. @ U.P.(+) 122308 N 51R4 0 055 0005 61,610.00 A.C. @ L.S.(+) 122308 N 55R1 0 056 0075 5,781.73 E.W. @ F.A.(+) 021908 Y 4120.2 0076 425.52 121008 Y 230 0 060 0004 9,765.00 A.C. @ U.P.(+) 012009 N 60R4 0 064 0011 112.47 E.W. @ F.A.(+) 122308 Y 4663.0 069 0019 1,420.36 E.W. @ F.A.(+) 120408 N 2758.1 0020 1,035.74 120508 N 2759.1 0021 705.59 120808 N 2765.1 0022 283.89 120908 N 2766.1 075 0032 62,907.99 A.C. @ U.P.(+) 012009 N 75R6 0 0033 14,652.00 E.W. @ U.P (+) 012009 N 75R7 0 078 0005 841.09 E.W. @ F.A.(+) 121108 N 2770.0 079 0053 1,409.50 E.W. @ F.A.(+) 120408 Y 4694.0 0054 725.45 121106 N 4683.0 0055 855.69 120508 Y 4689.0 088 0078 1,329.88 E.W. @ F.A.(+) 091808 N 2662.0 089 0005 462.78 E.W. @ F.A.(+) 120408 N 4695.0 094 0003 30,000.00 A.C. @ L.S.(+) 012009 N 94R3 0 099 0007-1 -5,551.33 E.W. @ F.A.(+) 082808 N 2591.0 DAO CORRECTING ENTRY 0007-2 5,745.70 082808 N 2591.0 DAO CORRECTING ENTRY 0036 2,110.65 091908 N 2647.0 0046 4,919.85 101208 N 2677.0 0047 6,955.05 092408 N 2636.1 0048 532.19 090208 N 2596.1 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 01/22/09 EST. NO.36 TIME 09:58 AM R.E. NAME: MARQUEZ, PAMELA J 10-300164 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0049 645.40 090308 N 2597.1 0050 496.43 090408 N 2598.1 0051 727.57 082508 N 2588.1 0052 387.82 082608 N 2589.1 0053 511.01 092808 N 2655.1 0054 511.01 092908 N 2653.1 0055 511.01 092508 N 2639.1 0056 511.01 092408 N 2637.1 0057 511.01 092308 N 2635.1 0058 256.08 092108 N 2631.1 0059 511.01 092208 N 2633.1 111 0003-1 -248.78 E.W. @ F.A.(+) 111008 N 2742.0 DAO CORRECTING ENTRY 0003-2 497.56 111008 N 2742.0 DAO CORRECTING ENTRY 0004-1 -139.40 111208 N 2743.0 DAO CORRECTING ENTRY 0004-2 278.79 111208 N 2743.0 DAO CORRECTING ENTRY 0005-1 -246.05 111708 N 2745.0 DAO CORRECTING ENTRY 0005-2 492.09 111708 N 2745.0 DAO CORRECTING ENTRY 0006-1 -2,141.57 111908 N 2746.0 DAO CORRECTING ENTRY 0006-2 4,283.13 111908 N 2746.0 DAO CORRECTING ENTRY 0007-1 -175.49 112608 N 2752.0 DAO CORRECTING ENTRY 0007-2 350.97 112608 N 2752.0 DAO CORRECTING ENTRY 0008-1 -177.44 120208 N 2753.0 DAO CORRECTING ENTRY 0008-2 354.88 120208 N 2753.0 DAO CORRECTING ENTRY 112 0001 339.24 E.W. @ F.A.(+) 121108 N 4665.0 466,029.08 TOTAL THIS ESTIMATE 16,060,302.33 TOTAL PREVIOUS ESTIMATE 16,526,331.41 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 01/22/09 EST. NO.36 TIME 09:58 AM R.E. NAME: MARQUEZ, PAMELA J 10-300164 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LO ODULUS OF RUPT. -534.60 04 SE $ CV OUT OF CO P -626.98 04 SWPPP OUT OF COMP -250,000.00 05 PROFILOG OF COMP -75,000.00 06 SWEPPP 210,000.00 06 LATE OPEN CLOSURES -8,580.00 07 PROFILOGRAPH 75,000.00 07 R VALUE SHOULDER BKG -1,200.00 07 SWEPPP 40,000.00 07 LATECLOSURE PICK UP -3,000.00 10 SWPPP -85,000.00 10 RETURN SWPPP 85,000.00 11 OUT OF STATE INSPEC. -5,000.00 13 LATE OPEN OF CLOSURE -64,020.00 18 AB OUT OF SPEC -2,400.00 20 CONC OUT I205-5 SEP -187.27 20 CONC OUT TOM PAINE -784.08 20 CONC. OUT EL RANCHO -1,065.60 20 RELEASE LATE LANE CL 39,600.00 20 CONC. OUT @ JANNEY -681.29 22 RELEASE LATE LANE CL 24,420.00 22 UNLISTED SUBCONTRACT -1,169.60 24 OUT OF STATE INSPEC -14,226.08 28 LATE CLOSURE 9/4/08 -23,000.00 32 LATE CLOSURE 9/11/08 -16,000.00 32 LATE LANE CLOSURES -20,000.00 33 LATE LANE CLOSURE -4,000.00 35 OUT OF SPEC CONCRETE -1,800.00 35 LATE LANE CLOS.12-23 -5,000.00 36 LATE LANE CLOS.12-23 -15,400.00 36 LATE LANE CLOS 01-12 -12,600.00 36 OUT OF SPEC PCC12-03 -1,800.00 36 OUT OF SPEC 11- 17 -519.29 36 UNAPP WIM RSC 01-21 -1,900.00 36 -37,219.29 -141,474.79 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 08 REC'ED PAYROLLS#6&8 20,000.00 10 MISSING PAYROLLS -10,000.00 13 REC'ED PAYROLLS#5 10,000.00 13 REC'ED PAYROLLS 10,000.00 15 MISSING PAYROLLS -10,000.00 17 MISSING PAYROLLS -10,000.00 18 MISSING PAYROLLS -10,000.00 19 MISSING PAYROLLS -10,000.00 20 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 01/22/09 EST. NO.36 TIME 09:58 AM R.E. NAME: MARQUEZ, PAMELA J 10-300164 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -10,000.00 21 REC'ED PAYROLLS 30,000.00 24 MISSING PAYROLLS -10,000.00 25 REC'ED PAYROLLS 20,000.00 26 MISSING PAYROLLS -10,000.00 30 REC'ED PAYROLLS#25 10,000.00 30 MISSING PAYROLLS -10,000.00 31 MISSING PAYROLLS -10,000.00 33 MISSING PAYROLLS -10,000.00 34 RECE'D PAYROLLS 10,000.00 36 10,000.00 -30,000.00 TOTAL DEDUCTIONS -27,219.29 -171,474.79 PROGRAM CAS145 PAGE 1 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 LOCATION PROGRESS ESTIMATE 10-SJ-205-R3.0/R13.6 ----------------- OC JONES/CC MEYERS JV IN SAN JOAQUIN COUNTY IN AND NEAR 1520 FOURTH STREET TRACY AT VARIOUS LOCATIONS BERKELEY,CA 94710 FED. AID NO. ACNH-X077(14)N ,I-X077(14)N WIDEN FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.750 3,000.00 02 TIME-RELATED OVERHEAD WDAY 3,300.0000 2,524,500.00 11.000 36,300.00 631.000 2,082,300.00 03 TEMPORARY FENCE (TYPE ESA) M 13.0000 5,590.00 445.000 5,785.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 0.930 186,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 72,000.00 1.000 4,500.00 16.000 72,000.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.009 225.00 0.887 22,175.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.020 8,000.00 0.950 380,000.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 6,800.00 167.820 3,356.40 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 48,000.00 122,900.000 49,160.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 8,000.00 470.000 23,500.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2500 74,750.00 17,677.000 57,450.25 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.020 700.00 0.950 33,250.00 S) 14 PORTABLE RADAR TRAILER EA 15,000.0000 30,000.00 0.020 300.00 1.990 29,850.00 S) 15 TEMPORARY RAILING (TYPE K) M 21.0000 1,138,200.00 30,289.000 636,069.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 175.0000 94,500.00 430.000 75,250.00 S) 17 TEMPORARY TRAFFIC SCREEN M 5.5000 403,700.00 36,085.310 198,469.21 S) 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 45,000.00 1,872.440 46,811.00 S) 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 118,800.00 121.000 363.00 S) STRIPE 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 114,000.00 7,343.800 14,687.60 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,750.00 15.600 390.00 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 14,174.000 14,174.00 S) PROGRAM CAS145 PAGE 2 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 150.0000 3,300.00 0.000 0.00 24 REMOVE ASPHALT CONCRETE DIKE M 2.5000 46,250.00 3,767.100 9,417.75 25 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 90,000.00 1,548.700 92,922.00 S) (STEEL POST) 26 RECONSTRUCT TERMINAL SYSTEM EA 1,700.0000 23,800.00 10.000 17,000.00 S) (TYPE ET) 27 RECONSTRUCT TERMINAL SYSTEM EA 1,500.0000 9,000.00 4.000 6,000.00 S) (TYPE SRT) 28 RESET ROADSIDE SIGN EA 400.0000 400.00 1.000 400.00 29 RELOCATE CONCRETE BARRIER (TYPE K) M 21.0000 405,300.00 22,453.440 471,522.24 30 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 6.000 1,200.00 31 ADJUST INLET EA 1,600.0000 123,200.00 70.000 112,000.00 32 ADJUST PIPE INLET TO GRADE EA 750.0000 39,750.00 25.000 18,750.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 89,000.00 9,040.000 90,400.00 S) 34 REMOVE CONCRETE M3 45.0000 16,200.00 360.000 16,200.00 35 REMOVE CONCRETE BARRIER M 1.0000 10,900.00 10,342.890 10,342.89 36 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.5000 110,836.00 596.830 3,282.57 14,563.080 80,096.94 37 REMOVE CRASH CUSHION EA 170.0000 3,910.00 23.000 3,910.00 S) 38 BRIDGE REMOVAL (PORTION), LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 40 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 0.650 19,500.00 41 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 1.000 30,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION E LS 50,000.0000 50,000.00 1.000 50,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,000.0000 30,000.00 1.000 30,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION G LS 15,000.0000 15,000.00 1.000 15,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 1.000 40,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION I LS 60,000.0000 60,000.00 1.000 60,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION J LS 50,000.0000 50,000.00 1.000 50,000.00 48 BRIDGE REMOVAL (PORTION), LOCATION K LS 35,000.0000 35,000.00 1.000 35,000.00 49 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 1.000 75,000.00 51 ROADWAY EXCAVATION M3 15.0000 2,685,000.00 414.000 6,210.00 178,422.500 2,676,337.50 52 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 237,360.00 3,007.800 240,624.00 F) 54 STRUCTURE EXCAVATION (TYPE A) M3 350.0000 179,550.00 513.000 179,550.00 F) 55 STRUCTURE EXCAVATION (TYPE D) M3 3,000.0000 6,000.00 1.000 3,000.00 F) 56 STRUCTURE EXCAVATION (CRASH WALL) M3 150.0000 206,550.00 1,377.000 206,550.00 F) 57 STRUCTURE EXCAVATION (RETAINING WALL) M3 70.0000 32,550.00 67.782 4,744.74 403.916 28,274.12 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 197,640.00 30.049 3,605.88 1,628.600 195,432.00 F) 59 STRUCTURE BACKFILL (CRASH WALL) M3 75.0000 60,600.00 55.598 4,169.85 461.598 34,619.85 F) 60 STRUCTURE BACKFILL (RETAINING WALL) M3 200.0000 4,400.00 11.000 2,200.00 F) 61 LEAN CONCRETE BACKFILL M3 1,200.0000 2,400.00 0.000 0.00 F) 62 IMPORTED MATERIAL (SHOULDER BACKING) TONN 43.0000 189,200.00 6,015.000 258,645.00 63 HIGHWAY PLANTING LS 2,300.0000 2,300.00 0.000 0.00 S) 64 STRAW (EROSION CONTROL) TONN 500.0000 39,500.00 109.000 54,500.00 S) 65 FIBER (EROSION CONTROL) KG 1.0000 23,800.00 32,489.000 32,489.00 S) 66 COMPOST (EROSION CONTROL) M3 110.0000 152,900.00 1,824.000 200,640.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 4.000 4,000.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 56,000.00 731.600 73,160.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,772.00 5,226.000 3,658.20 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 16,335.00 4,145.500 22,800.25 S) 71 PLANT (GROUP W) EA 16.0000 2,160.00 0.000 0.00 S) 72 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 73 IRRIGATION SYSTEM LS 1,500.0000 1,500.00 0.000 0.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 162,600.00 169.600 33,920.00 S) 75 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.850 127,500.00 76 CLASS 2 AGGREGATE BASE M3 40.0000 7,320,000.00 175,538.900 7,021,556.00 PROGRAM CAS145 PAGE 4 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 AGGREGATE BASE (APPROACH SLAB) M3 180.0000 37,980.00 7.490 1,348.20 111.270 20,028.60 78 SEAL RANDOM CRACKS LNKM 4,500.0000 19,350.00 2.330 10,485.00 79 REPLACE ASPHALT CONCRETE SURFACING M3 570.0000 114,000.00 351.970 200,622.90 80 ASPHALT CONCRETE (TYPE A) TONN 75.0000 363,750.00 8,758.490 656,886.75 81 ASPHALT CONCRETE (TYPE B) TONN 69.0000 13,386,000.00 20.100 1,386.90 183,290.430 12,647,039.67 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 107.0000 3,424,000.00 80.360 8,598.52 24,515.380 2,623,145.66 83 PAVING ASPHALT (BINDER-PAVEMENT TONN 100.0000 31,000.00 287.420 28,742.00 REINFORCING FABRIC) 84 PAVEMENT REINFORCING FABRIC M2 1.2000 318,000.00 245,163.000 294,195.60 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 31,350.00 1,063.400 58,487.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,935.00 -22.500 -101.25 176.200 792.90 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.5000 73,800.00 328.900 1,480.05 16,841.200 75,785.40 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 4,140.00 36.300 163.35 902.600 4,061.70 89 SHOULDER RUMBLE STRIP M 0.6000 36,180.00 24,200.000 14,520.00 54,200.000 32,520.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 650.0000 442,000.00 232.700 151,255.00 91 REPLACE CONCRETE PAVEMENT M3 880.0000 3,282,400.00 38.910 34,240.80 1,333.090 1,173,119.20 (RAPID STRENGTH CONCRETE) 92 CRACK EXISTING CONCRETE PAVEMENT M2 0.9000 201,600.00 209,332.003 188,398.80 93 PAVEMENT TRANSITION TAPER M2 12.0000 36,360.00 11,070.000 132,840.00 94 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 109,000.00 863.820 107,977.50 S) PILING (CRASH WALL) 95 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 135.0000 6,750.00 63.700 8,599.50 S) PILING 96 FURNISH PILING (MODIFIED) (CLASS 900) M 200.0000 125,400.00 0.000 0.00 (PP406 X 15.9) 97 DRIVE PILE (MODIFIED) (CLASS 900) EA 2,500.0000 80,000.00 0.000 0.00 S) (PP406 X 15.9) 98 FURNISH PILING (CLASS 625C) M 50.0000 318,300.00 6,498.917 324,945.85 (ALTERNATIVE X) 99 DRIVE PILE (CLASS 625C) EA 1,200.0000 560,400.00 476.000 571,200.00 S) (ALTERNATIVE X) 00 FURNISH PILING (CLASS 400C) M 75.0000 117,525.00 1,838.280 137,871.00 (ALTERNATIVE X) 01 DRIVE PILE (CLASS 400C) EA 1,200.0000 129,600.00 124.000 148,800.00 S) (ALTERNATIVE X) 02 FURNISH PILING (MODIFIED) (CLASS 625) M 270.0000 1,175,580.00 0.000 0.00 (PP360 X 15.9) 03 DRIVE PILE (MODIFIED) (CLASS 625) EA 1,200.0000 348,000.00 0.000 0.00 S) (PP360 X 15.9) PROGRAM CAS145 PAGE 5 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH PILING (MODIFIED) (CLASS 400) M 150.0000 81,300.00 251.968 37,795.20 (PP360 X 12.7) 05 DRIVE PILE (MODIFIED) (CLASS 400) EA 2,200.0000 70,400.00 16.000 35,200.00 S) (PP360 X 12.7) 06 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 643,200.00 4,305.400 516,648.00 S) PILING (SOUND WALL) 07 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 400.0000 228,000.00 0.000 0.00 PILING (460 MM) 08 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 7,000.0000 189,000.00 0.000 0.00 S) PILE (460 MM) 09 TIEBACK ANCHOR EA 1,800.0000 151,200.00 3.500 6,300.00 57.000 102,600.00 10 SEAL COURSE CONCRETE M3 200.0000 26,800.00 152.460 30,492.00 11 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 425.0000 322,150.00 758.000 322,150.00 F) 12 STRUCTURAL CONCRETE, BRIDGE M3 985.0000 5,555,400.00 5,615.880 5,531,641.80 F) 13 STRUCTURAL CONCRETE, CRASH WALL M3 550.0000 280,500.00 97.790 53,784.50 510.000 280,500.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 150,000.00 79.400 79,400.00 F) 15 STRUCTURAL CONCRETE, CRASH WALL M3 350.0000 143,150.00 409.000 143,150.00 F) FOOTING 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 517,600.00 566.880 453,504.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 1,491,000.00 277.060 290,913.00 1,138.514 1,195,439.70 F) (TYPE R) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 95,900.00 58.850 41,195.00 114.400 80,080.00 SF) 19 JACKING SUPERSTRUCTURE LS 500,000.0000 500,000.00 0.000 0.00 20 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 55,500.00 74.000 55,500.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 2,800.0000 19,600.00 5.580 15,624.00 F) 22 PAVING NOTCH EXTENSION M3 5,500.0000 247,500.00 28.784 158,312.00 23 RIPPED TEXTURE (REINFORCING BAR) M2 170.0000 75,650.00 204.000 34,680.00 F) 24 DRILL AND BOND DOWEL M 90.0000 31,680.00 345.700 31,113.00 25 CLEAN EXPANSION JOINT M 50.0000 17,200.00 0.000 0.00 26 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,000.0000 120,000.00 24.000 120,000.00 GIRDER (10 M - 15 M) 27 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 45,000.00 6.000 45,000.00 GIRDER (20 M - 25 M) 28 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 114,000.00 12.000 114,000.00 GIRDER (25 M - 30 M) 29 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 63,000.00 42.000 63,000.00 S) GIRDER 30 FURNISH POLYESTER CONCRETE OVERLAY M3 2,200.0000 1,698,400.00 22.270 48,994.00 600.910 1,322,002.00 PROGRAM CAS145 PAGE 6 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PLACE POLYESTER CONCRETE OVERLAY M2 60.0000 1,218,720.00 686.000 41,160.00 14,545.210 872,712.60 F) 32 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,311,200.00 5,914.550 1,301,201.00 SF) 33 JOINT SEAL (TYPE AL) M 100.0000 1,200.00 0.000 0.00 S) 34 JOINT SEAL (MR 30 MM) M 110.0000 75,350.00 0.000 0.00 S) 35 JOINT SEAL (MR 15 MM) M 100.0000 18,900.00 0.000 0.00 S) 36 JOINT SEAL (MR 50 MM) M 180.0000 46,980.00 0.000 0.00 S) 37 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,388,267.00 1,138,638.760 2,391,141.40 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.9000 53,832.70 16,346.050 31,057.50 SF) 39 BAR REINFORCING STEEL (CRASH WALL) KG 2.1000 178,172.40 9,362.790 19,661.86 84,844.000 178,172.40 SF) 40 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 1,988.00 1,136.000 1,988.00 SF) 41 HEADED BAR REINFORCEMENT EA 10.0000 160.00 32.000 320.00 S) 42 SHOTCRETE M3 625.0000 112,500.00 112.507 70,316.88 SF) 43 ASPHALT MEMBRANE WATERPROOFING M2 125.0000 13,125.00 136.985 17,123.13 44 COLUMN CASING KG 12.0000 1,057,320.00 69,109.160 829,309.92 SF) 45 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.7500 1,212,450.00 323,320.000 1,212,450.00 F) 46 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8500 274,822.00 323,320.000 274,822.00 SF) 47 FURNISH SIGN STRUCTURE (TRUSS) KG 11.6000 521,188.00 44,930.000 521,188.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 44,930.00 44,930.000 44,930.00 SF) 49 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,240.0000 330,720.00 78.000 330,720.00 S) PILE (SIGN FOUNDATION) 50 ROADSIDE SIGN - ONE POST EA 325.0000 6,825.00 3.000 975.00 51 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 0.000 0.00 METHOD) 52 INSTALL SIGN OVERLAY EA 500.0000 2,000.00 0.000 0.00 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 160.0000 6,240.00 56.413 9,026.08 54 CLEAN AND PAINT STEEL PILING LS 65,000.0000 65,000.00 1.000 65,000.00 S) 55 CLEAN AND PAINT STRUCTURAL STEEL LS 180,000.0000 180,000.00 0.833 149,940.00 S) 56 300 MM CORRUGATED STEEL PIPE M 200.0000 30,000.00 108.500 21,700.00 (2.01 MM THICK) 57 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 300.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 150 MM WELDED STEEL PIPE CASING M 250.0000 11,000.00 88.000 22,000.00 (BRIDGE) 59 300 MM STEEL FLARED END SECTION EA 600.0000 5,400.00 7.000 4,200.00 60 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 800.0000 9,600.00 1.300 1,040.00 61 CONCRETE (SLOPE PROTECTION) (PORTION) M3 1,300.0000 13,000.00 10.000 13,000.00 F) 62 ROCK SLOPE PROTECTION FABRIC M2 20.0000 920.00 35.700 714.00 63 MINOR CONCRETE (GUTTER) M3 2,000.0000 14,000.00 0.000 0.00 F) 64 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,996.00 1,036.000 3,108.00 SF) 65 MISCELLANEOUS METAL KG 20.0000 35,900.00 1,795.000 35,900.00 SF)(RESTRAINER - PIPE TYPE) 66 MISCELLANEOUS METAL KG 18.0000 150,750.00 7,803.000 140,454.00 SF)(RESTRAINER - CABLE TYPE) 67 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 114,135.00 7,681.000 115,215.00 SF) 68 DELINEATOR (CLASS 1) EA 30.0000 4,200.00 16.000 480.00 69 GUARD RAILING DELINEATOR EA 20.0000 2,400.00 13.000 260.00 70 OBJECT MARKER (TYPE L) EA 30.0000 1,140.00 0.000 0.00 71 METAL BEAM GUARD RAILING (STEEL POST) M 100.0000 18,000.00 138.830 13,883.00 S) 72 TRANSITION RAILING (TYPE WB) EA 3,000.0000 63,000.00 20.000 60,000.00 S) 73 CHAIN LINK RAILING (TYPE 2) M 290.0000 30,450.00 11.000 3,190.00 105.000 30,450.00 SF) 74 CHAIN LINK RAILING (TYPE 7) M 133.0000 18,354.00 19.770 2,629.41 118.000 15,694.00 SF) 75 SINGLE THRIE BEAM BARRIER (STEEL POST) M 75.0000 149,250.00 1,306.400 97,980.00 S) 76 TRANSITION RAILING (TYPE STB) EA 3,000.0000 60,000.00 0.000 0.00 S) 77 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 110.0000 1,573,000.00 205.800 22,638.00 13,454.700 1,480,017.00 S) 78 CABLE RAILING M 70.0000 5,320.00 0.000 0.00 SF) 79 RETURN SECTION (THRIE BEAM BARRIER) EA 300.0000 300.00 3.000 900.00 S) 80 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 200.0000 200.00 1.000 200.00 S) 81 END SECTION EA 250.0000 1,250.00 4.000 1,000.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 15,000.00 15.000 15,000.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,800.0000 1,800.00 5.000 9,000.00 S) 84 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 24,200.00 18.000 39,600.00 S) PROGRAM CAS145 PAGE 8 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CRASH CUSHION, SAND FILLED (ARRAY B14) EA 5,000.0000 5,000.00 1.000 5,000.00 S) 86 CONCRETE BARRIER (TYPE 60R) M 520.0000 41,080.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 732 MODIFIED) M 400.0000 77,200.00 183.350 73,340.00 F) 88 CONCRETE BARRIER (TYPE 732) M 230.0000 396,520.00 199.450 45,873.50 1,483.000 341,090.00 F) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 425.0000 70,550.00 101.000 42,925.00 F) 90 CONCRETE BARRIER (TYPE 736SV) M 450.0000 727,200.00 1,616.000 727,200.00 91 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 14,950.00 186.730 12,137.45 186.730 12,137.45 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 109,620.00 38,355.000 51,779.25 S) (SPRAYABLE) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 40,000.00 8,284.000 16,568.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 30,100.00 3,133.000 10,965.50 S) 95 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 96 SIGN ILLUMINATION LS 60,000.0000 60,000.00 0.892 53,520.00 S) 97 MODIFY SIGN ILLUMINATION LS 5,000.0000 5,000.00 0.900 4,500.00 S) 98 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 68,960.00 130.000 5,200.00 665.334 26,613.36 S) 99 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.0000 7,288.00 130.000 1,040.00 536.334 4,290.67 S) 00 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.952 23,800.00 S) 01 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 200,000.0000 200,000.00 0.093 18,600.00 S) 02 MODIFY SIGNAL LS 50,000.0000 50,000.00 0.927 46,350.00 S) 03 MODIFY LIGHTING LS 200,000.0000 200,000.00 0.900 180,000.00 S) PROGRAM CAS145 PAGE 9 DATE 01/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 09:58 AM ESTIMATE NO. 36 BID OPENING 01/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 728,391.33 59,287,908.07 ADJUSTMENT OF COMPENSATION 372,212.83 6,390,638.47 EXTRA WORK 93,816.25 10,135,692.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,194,420.41 75,814,239.48 04 MOBILIZATION LS 5950,000.0000 5,950,000.00 1.000 5,950,000.00 ORIGINAL CONTRACT AMOUNT 75,976,376.10 TOTAL WORK COMPLETED 1,194,420.41 81,764,239.48 MATERIALS ON HAND ON SITE 9,460.23 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -27,219.29 -171,474.79 TOTAL 1,167,201.12 81,602,224.92 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 04/12/06 1015 05/15/06 04/27/06 09/14/10 631 49 26 0 95% 80% PROGRESS IS SATISFACTORY CCO MARQUEZ, PAMELA J RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/09