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 01/29/08 EST. NO.23 TIME 08:12 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 --------------------------------------------------------------------------- 009 0007 8,165.72 E.W. @ F.A.(+) 111407 N 1583.0 0008 8,548.49 111507 N 1588.0 058 0001 139,958.00 A.C. @ L.S.(+) 011808 N 58ER10 066 0001 241.05 E.W. @ F.A.(+) 082607 N 1434.0 0002 241.05 082707 N 1435.0 0005 241.05 082807 N 1438.0 0007 241.05 082907 N 1440.0 0008 241.05 083007 N 1441.0 0015 242.12 090907 N 1449.0 0016 242.12 091007 N 1450.0 0019 242.12 091107 N 1453.0 0021 242.12 091207 N 1455.0 0022 242.12 091307 N 1456.0 0039 242.12 100707 N 1477.0 0040 242.12 100807 N 1478.0 0042 242.12 100907 N 1480.0 0044 242.12 101007 N 1482.0 0046 242.12 101107 N 1484.0 0049 242.12 101407 N 1487.0 0050 242.12 101507 N 1488.0 0053 242.12 101607 N 1491.0 0058 2,356.87 091207 N 1631.0 0059 1,323.16 101007 N 1632.0 0060 1,933.80 120707 N 1648.0 0061 428.52 121107 N 1683.0 0064 27,520.00 A.C. @ U.P.(+) 010708 N 1756.0 194,587.37 TOTAL THIS ESTIMATE 4,423,298.38 TOTAL PREVIOUS ESTIMATE 4,617,885.75 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 01/29/08 EST. NO.23 TIME 08:12 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 0.00 -24,059.82 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 MISSING PAYROLLS -10,000.00 21 0.00 -50,000.00 TOTAL DEDUCTIONS 0.00 -74,059.82 PROGRAM CAS145 PAGE 1 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 LOCATION SUPPLEMENTAL 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 0.600 2,400.00 02 TIME-RELATED OVERHEAD WDAY 3,300.0000 2,524,500.00 396.000 1,306,800.00 03 TEMPORARY FENCE (TYPE ESA) M 13.0000 5,590.00 406.000 5,278.00 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 0.600 120,000.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,500.0000 72,000.00 1.000 4,500.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.532 13,300.00 S) 08 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.650 260,000.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 6,800.00 148.320 2,966.40 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 48,000.00 121,651.000 48,660.40 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 8,000.00 89.000 4,450.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2500 74,750.00 17,227.000 55,987.75 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.650 22,750.00 S) 14 PORTABLE RADAR TRAILER EA 15,000.0000 30,000.00 1.370 20,550.00 S) 15 TEMPORARY RAILING (TYPE K) M 21.0000 1,138,200.00 28,874.000 606,354.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 175.0000 94,500.00 379.000 66,325.00 S) 17 TEMPORARY TRAFFIC SCREEN M 5.5000 403,700.00 31,855.200 175,203.60 S) 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 45,000.00 1,674.320 41,858.00 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 5,686.800 11,373.60 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 11,765.000 11,765.00 S) PROGRAM CAS145 PAGE 2 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,008.000 7,520.00 25 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 90,000.00 805.300 48,318.00 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 20,550.300 431,556.30 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 7,488.000 74,880.00 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 0.000 0.00 36 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.5000 110,836.00 1,721.410 9,467.76 37 REMOVE CRASH CUSHION EA 170.0000 3,910.00 19.000 3,230.00 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 0.950 66,500.00 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 0.300 15,000.00 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 0.000 0.00 48 BRIDGE REMOVAL (PORTION), LOCATION K LS 35,000.0000 35,000.00 0.000 0.00 49 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 PROGRAM CAS145 PAGE 3 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 67,500.00 51 ROADWAY EXCAVATION M3 15.0000 2,685,000.00 146,826.900 2,202,403.50 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 2,456.873 196,549.84 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 0.000 0.00 F) 56 STRUCTURE EXCAVATION (CRASH WALL) M3 150.0000 206,550.00 150.000 22,500.00 F) 57 STRUCTURE EXCAVATION (RETAINING WALL) M3 70.0000 32,550.00 0.000 0.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 197,640.00 789.190 94,702.80 F) 59 STRUCTURE BACKFILL (CRASH WALL) M3 75.0000 60,600.00 0.000 0.00 F) 60 STRUCTURE BACKFILL (RETAINING WALL) M3 200.0000 4,400.00 0.000 0.00 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 6,210.600 267,055.80 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 48.560 24,280.00 S) 65 FIBER (EROSION CONTROL) KG 1.0000 23,800.00 14,568.000 14,568.00 S) 66 COMPOST (EROSION CONTROL) M3 110.0000 152,900.00 849.800 93,478.00 S) 67 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 3.000 3,000.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 56,000.00 339.960 33,996.00 S) 69 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,772.00 2,428.000 1,699.60 S) 70 STABILIZING EMULSION (EROSION CONTROL) KG 5.5000 16,335.00 1,638.000 9,009.00 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 81.800 16,360.00 S) 75 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.500 75,000.00 76 CLASS 2 AGGREGATE BASE M3 40.0000 7,320,000.00 144,106.600 5,764,264.00 PROGRAM CAS145 PAGE 4 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.660 4,798.80 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 13,386,000.00 160,629.470 11,083,433.43 82 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 107.0000 3,424,000.00 0.000 0.00 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 318,000.00 238,541.000 286,249.20 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 31,350.00 350.400 19,272.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,935.00 23.500 105.75 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.5000 73,800.00 2,817.800 12,680.10 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 4,140.00 21.000 94.50 89 SHOULDER RUMBLE STRIP M 0.6000 36,180.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 90 ASPHALTIC EMULSION (PAINT BINDER) TONN 650.0000 442,000.00 101.810 66,176.50 91 REPLACE CONCRETE PAVEMENT M3 880.0000 3,282,400.00 703.300 618,904.00 (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 109,000.00 490.500 61,312.50 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 5,789.735 289,486.75 (ALTERNATIVE X) 99 DRIVE PILE (CLASS 625C) EA 1,200.0000 560,400.00 434.000 520,800.00 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 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 81,300.00 125.200 18,780.00 (PP360 X 12.7) 05 DRIVE PILE (MODIFIED) (CLASS 400) EA 2,200.0000 70,400.00 8.000 17,600.00 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 0.000 0.00 10 SEAL COURSE CONCRETE M3 200.0000 26,800.00 152.460 30,492.00 11 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 425.0000 322,150.00 484.140 205,759.50 F) 12 STRUCTURAL CONCRETE, BRIDGE M3 985.0000 5,555,400.00 2,824.016 2,781,655.76 F) 13 STRUCTURAL CONCRETE, CRASH WALL M3 550.0000 280,500.00 0.000 0.00 F) 14 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 150,000.00 0.000 0.00 F) 15 STRUCTURAL CONCRETE, CRASH WALL M3 350.0000 143,150.00 0.000 0.00 F) FOOTING 16 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 517,600.00 179.000 143,200.00 F) (TYPE N) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,050.0000 1,491,000.00 0.000 0.00 F) (TYPE R) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 95,900.00 0.000 0.00 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 66.600 49,950.00 F) 21 MINOR CONCRETE (MINOR STRUCTURE) M3 2,800.0000 19,600.00 4.140 11,592.00 F) 22 PAVING NOTCH EXTENSION M3 5,500.0000 247,500.00 0.000 0.00 23 RIPPED TEXTURE (REINFORCING BAR) M2 170.0000 75,650.00 0.000 0.00 F) 24 DRILL AND BOND DOWEL M 90.0000 31,680.00 280.000 25,200.00 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 63.070 138,754.00 PROGRAM CAS145 PAGE 6 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,721.410 103,284.60 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 2,388,267.00 616,119.930 1,293,851.85 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.9000 53,832.70 0.000 0.00 SF) 39 BAR REINFORCING STEEL (CRASH WALL) KG 2.1000 178,172.40 0.000 0.00 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 0.000 0.00 SF) 43 ASPHALT MEMBRANE WATERPROOFING M2 125.0000 13,125.00 0.000 0.00 44 COLUMN CASING KG 12.0000 1,057,320.00 0.000 0.00 SF) 45 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.7500 1,212,450.00 0.000 0.00 F) 46 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8500 274,822.00 0.000 0.00 SF) 47 FURNISH SIGN STRUCTURE (TRUSS) KG 11.6000 521,188.00 0.000 0.00 F) 48 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 44,930.00 0.000 0.00 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 0.000 0.00 54 CLEAN AND PAINT STEEL PILING LS 65,000.0000 65,000.00 0.250 16,250.00 S) 55 CLEAN AND PAINT STRUCTURAL STEEL LS 180,000.0000 180,000.00 0.000 0.00 S) 56 300 MM CORRUGATED STEEL PIPE M 200.0000 30,000.00 99.500 19,900.00 (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 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 3,600.00 60 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 800.0000 9,600.00 0.000 0.00 61 CONCRETE (SLOPE PROTECTION) (PORTION) M3 1,300.0000 13,000.00 0.000 0.00 F) 62 ROCK SLOPE PROTECTION FABRIC M2 20.0000 920.00 0.000 0.00 63 MINOR CONCRETE (GUTTER) M3 2,000.0000 14,000.00 0.000 0.00 F) 64 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,996.00 888.000 2,664.00 SF) 65 MISCELLANEOUS METAL KG 20.0000 35,900.00 905.000 18,100.00 SF)(RESTRAINER - PIPE TYPE) 66 MISCELLANEOUS METAL KG 18.0000 150,750.00 880.000 15,840.00 SF)(RESTRAINER - CABLE TYPE) 67 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 114,135.00 1,019.000 15,285.00 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 18,000.00 106.400 10,640.00 S) 72 TRANSITION RAILING (TYPE WB) EA 3,000.0000 63,000.00 19.000 57,000.00 S) 73 CHAIN LINK RAILING (TYPE 2) M 290.0000 30,450.00 0.000 0.00 SF) 74 CHAIN LINK RAILING (TYPE 7) M 133.0000 18,354.00 0.000 0.00 SF) 75 SINGLE THRIE BEAM BARRIER (STEEL POST) M 75.0000 149,250.00 290.600 21,795.00 S) 76 TRANSITION RAILING (TYPE STB) EA 3,000.0000 60,000.00 3.000 9,000.00 S) 77 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 110.0000 1,573,000.00 6,491.000 714,010.00 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 2.000 500.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 15,000.00 12.000 12,000.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,800.0000 1,800.00 3.000 5,400.00 S) 84 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 24,200.00 18.000 39,600.00 S) PROGRAM CAS145 PAGE 8 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 732) M 230.0000 396,520.00 257.550 59,236.50 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 0.000 0.00 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 109,620.00 0.000 0.00 S) (SPRAYABLE) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 40,000.00 0.000 0.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 30,100.00 0.000 0.00 S) 95 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.900 27,000.00 S) 96 SIGN ILLUMINATION LS 60,000.0000 60,000.00 0.852 51,120.00 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 26.524 1,060.96 S) 99 SPRINKLER CONTROL CONDUIT (BRIDGE) M 8.0000 7,288.00 1.524 12.19 S) 00 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.722 18,050.00 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 0.757 37,850.00 S) 03 MODIFY LIGHTING LS 200,000.0000 200,000.00 0.900 180,000.00 S) PROGRAM CAS145 PAGE 9 DATE 01/29/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-300164 TIME 08:12 AM ESTIMATE NO. 23 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 01/20/08 R.E. NAME: MARQUEZ, PAMELA J DATE OF THIS ESTIMATE 01/29/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 36,909,473.19 ADJUSTMENT OF COMPENSATION 167,478.00 1,633,709.54 EXTRA WORK 27,109.37 2,984,176.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 194,587.37 41,527,358.94 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 194,587.37 47,477,358.94 MATERIALS ON HAND ON SITE 959,088.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -74,059.82 TOTAL 194,587.37 48,362,387.12 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 08/23/10 396 36 26 0 61% 50% PROGRESS IS SATISFACTORY CCO MARQUEZ, PAMELA J RESIDENT ENGINEER PROGRAM CAS145 DATE 01/29/08