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 12/22/09 EST. NO.47 TIME 08:08 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 0479 694.94 E.W. @ F.A.(+) 101508 N 1666.2 0480 579.12 101608 N 1666.3 075 0060 6,806.61 E.W. @ F.A.(+) 041409 Y 75DBI0 0061 9,609.34 041409 Y 75DB20 112 0004 581.61 E.W. @ F.A.(+) 043009 N 112DB1 0005 727.43 050309 N 112DB2 0006 250.55 051709 N 112DB3 19,249.60 TOTAL THIS ESTIMATE 23,481,883.18 TOTAL PREVIOUS ESTIMATE 23,501,132.78 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 12/22/09 EST. NO.47 TIME 08:08 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 LATE PICKUP LC WIM -5,000.00 41 OUT OF SPEC CONC RWI -268.56 41 ITEM ADJ OVER 25% -52,831.00 44 CONC.OUT @BANTA -1,800.00 45 0.00 -201,374.35 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 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 12/22/09 EST. NO.47 TIME 08:08 AM R.E. NAME: MARQUEZ, PAMELA J 10-300164 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -10,000.00 17 MISSING PAYROLLS -10,000.00 18 MISSING PAYROLLS -10,000.00 19 MISSING PAYROLLS -10,000.00 20 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 MISSING PAYROLLS -10,000.00 37 REC'ED PAYROLLS 20,000.00 37 MISSING PAYROLLS -10,000.00 38 REC'ED PAYROLLS 10,000.00 38 MISSING PAYROLLS 42 -10,000.00 42 RE'CE PAYROLLS 10,000.00 42 MISSING PAYROLLS -10,000.00 43 REC'ED PAYROLLS#37 10,000.00 43 MISSING PAYROLLS -5,000.00 47 -5,000.00 -25,000.00 TOTAL DEDUCTIONS -5,000.00 -226,374.35 PROGRAM CAS145 PAGE 1 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 LOCATION PROGRESS ESTIMATE 10-SJ-205-R3.0/R13.6 ----------------- OC JONES/CC MYERS JV IN SAN JOAQUIN COUNTY IN AND NEAR 1520 FOURTH STREET TRACY AT VARIOUS LOCATIONS BERKELY,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 2,524,500.00 791.000 2,610,300.00 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 1.000 200,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 72,000.00 16.000 72,000.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 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 1.000 35,000.00 S) 14 PORTABLE RADAR TRAILER EA 15,000.0000 30,000.00 2.000 30,000.00 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 118,800.00 390.000 1,170.00 S) STRIPE 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 114,000.00 10,499.000 20,998.00 S) 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,750.00 27.300 682.50 S) 22 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 18,902.000 18,902.00 S) PROGRAM CAS145 PAGE 2 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.000 3,750.00 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 1,750.700 105,042.00 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 18.000 3,600.00 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 14,853.860 81,696.23 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 1.000 30,000.00 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 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,685,000.00 178,629.500 2,679,442.50 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 2.000 6,000.00 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 32,550.00 484.700 33,929.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 197,640.00 1,628.600 195,432.00 F) 59 STRUCTURE BACKFILL (CRASH WALL) M3 75.0000 60,600.00 808.000 60,600.00 F) 60 STRUCTURE BACKFILL (RETAINING WALL) M3 200.0000 4,400.00 26.200 5,240.00 F) 61 LEAN CONCRETE BACKFILL M3 1,200.0000 2,400.00 2.000 2,400.00 F) 62 IMPORTED MATERIAL (SHOULDER BACKING) TONN 43.0000 189,200.00 6,151.580 264,517.94 63 HIGHWAY PLANTING LS 2,300.0000 2,300.00 1.000 2,300.00 S) 64 STRAW (EROSION CONTROL) TONN 500.0000 39,500.00 117.080 58,540.00 S) 65 FIBER (EROSION CONTROL) KG 1.0000 23,800.00 34,913.000 34,913.00 S) 66 COMPOST (EROSION CONTROL) M3 110.0000 152,900.00 1,965.400 216,194.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 5.000 5,000.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 56,000.00 788.160 78,816.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,772.00 5,630.000 3,941.00 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 16,335.00 4,448.500 24,466.75 S) 71 PLANT (GROUP W) EA 16.0000 2,160.00 135.000 2,160.00 S) 72 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.070 700.00 0.880 8,800.00 S) 73 IRRIGATION SYSTEM LS 1,500.0000 1,500.00 0.080 120.00 0.880 1,320.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 162,600.00 526.800 105,360.00 S) 75 FINISHING ROADWAY LS 150,000.0000 150,000.00 1.000 150,000.00 76 CLASS 2 AGGREGATE BASE M3 40.0000 7,320,000.00 175,538.900 7,021,556.00 PROGRAM CAS145 PAGE 4 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,980.00 111.270 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 13,386,000.00 183,370.870 12,652,590.03 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 107.0000 3,424,000.00 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 1,127.000 61,985.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,935.00 176.200 792.90 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.5000 73,800.00 16,841.200 75,785.40 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 4,140.00 902.600 4,061.70 89 SHOULDER RUMBLE STRIP M 0.6000 36,180.00 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 1,364.100 1,200,408.00 (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 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 86.000 154,800.00 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 5,789.200 5,702,362.00 F) 13 STRUCTURAL CONCRETE, CRASH WALL M3 550.0000 280,500.00 510.000 280,500.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 150,000.00 174.000 174,000.00 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 517,600.00 663.880 531,104.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 1,491,000.00 1,424.390 1,495,609.50 F) (TYPE R) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 95,900.00 139.000 97,300.00 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 49.890 274,395.00 23 RIPPED TEXTURE (REINFORCING BAR) M2 170.0000 75,650.00 444.400 75,548.00 F) 24 DRILL AND BOND DOWEL M 90.0000 31,680.00 345.700 31,113.00 25 CLEAN EXPANSION JOINT M 50.0000 17,200.00 128.000 6,400.00 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 1,698,400.00 613.560 1,349,832.00 PROGRAM CAS145 PAGE 6 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,086.000 905,160.00 F) 32 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,311,200.00 5,960.000 1,311,200.00 SF) 33 JOINT SEAL (TYPE AL) M 100.0000 1,200.00 11.400 1,140.00 S) 34 JOINT SEAL (MR 30 MM) M 110.0000 75,350.00 663.100 72,941.00 S) 35 JOINT SEAL (MR 15 MM) M 100.0000 18,900.00 186.300 18,630.00 S) 36 JOINT SEAL (MR 50 MM) M 180.0000 46,980.00 249.200 44,856.00 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 29,284.000 55,639.60 SF) 39 BAR REINFORCING STEEL (CRASH WALL) KG 2.1000 178,172.40 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 112,500.00 182.500 114,062.50 SF) 43 ASPHALT MEMBRANE WATERPROOFING M2 125.0000 13,125.00 193.000 24,125.00 44 COLUMN CASING KG 12.0000 1,057,320.00 88,110.000 1,057,320.00 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 33.000 10,725.00 51 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 3.000 270.00 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 1.000 180,000.00 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 10.000 3,000.00 PROGRAM CAS145 PAGE 7 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.100 7,280.00 61 CONCRETE (SLOPE PROTECTION) (PORTION) M3 1,300.0000 13,000.00 20.710 26,923.00 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 6.800 13,600.00 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 8,375.000 150,750.00 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 4,200.00 166.000 4,980.00 69 GUARD RAILING DELINEATOR EA 20.0000 2,400.00 197.000 3,940.00 70 OBJECT MARKER (TYPE L) EA 30.0000 1,140.00 33.000 990.00 71 METAL BEAM GUARD RAILING (STEEL POST) M 100.0000 18,000.00 157.900 15,790.00 S) 72 TRANSITION RAILING (TYPE WB) EA 3,000.0000 63,000.00 22.000 66,000.00 S) 73 CHAIN LINK RAILING (TYPE 2) M 290.0000 30,450.00 105.000 30,450.00 SF) 74 CHAIN LINK RAILING (TYPE 7) M 133.0000 18,354.00 138.000 18,354.00 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 13,880.000 1,526,800.00 S) 78 CABLE RAILING M 70.0000 5,320.00 74.300 5,201.00 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 5.000 1,250.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 15,000.00 18.000 18,000.00 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 21.000 46,200.00 S) PROGRAM CAS145 PAGE 8 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 79.000 41,080.00 F) 87 CONCRETE BARRIER (TYPE 732 MODIFIED) M 400.0000 77,200.00 193.000 77,200.00 F) 88 CONCRETE BARRIER (TYPE 732) M 230.0000 396,520.00 1,724.000 396,520.00 F) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 425.0000 70,550.00 166.000 70,550.00 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 14,950.00 236.890 15,397.85 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 109,620.00 94,429.000 127,479.15 S) (SPRAYABLE) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 40,000.00 21,969.000 43,938.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 30,100.00 9,317.000 32,609.50 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 1.000 60,000.00 S) 97 MODIFY SIGN ILLUMINATION LS 5,000.0000 5,000.00 1.000 5,000.00 S) 98 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 68,960.00 1,246.540 49,861.60 S) 99 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.0000 7,288.00 721.370 5,770.96 S) 00 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000.00 S) 01 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 02 MODIFY SIGNAL LS 50,000.0000 50,000.00 1.000 50,000.00 S) 03 MODIFY LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) PROGRAM CAS145 PAGE 9 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:08 AM ESTIMATE NO. 47 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 12/20/09 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 820.00 62,171,355.59 ADJUSTMENT OF COMPENSATION 0.00 12,525,952.23 EXTRA WORK 19,249.60 10,975,180.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,069.60 85,672,488.37 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 20,069.60 91,622,488.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -226,374.35 TOTAL 15,069.60 91,396,114.02 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 09/10/10 860 49 26 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/09