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 11/21/08 EST. NO.08 TIME 04:50 PM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- 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 0006 359.77 E.W. @ F.A.(+) 090508 N 0026 0 0007 475.46 090808 N 0027 0 0010 723.72 081108 N 0031 0 0012 227.09 100308 N 034 0 0013 397.40 100608 N 0035 0 0014 454.17 100708 N 0036 0 0015 227.09 100808 N 037 0 0016 454.17 101008 N 0038 0 0017 203.10 101308 N 0039 0 0018 283.86 101508 N 0040 0 0019 170.32 101608 N 0041 0 0020 227.09 101708 N 0042 0 0021 1,887.60 111808 N 0043 0 003 0002 1,862.50 E.W. @ F.A.(+) 100908 N 0044 0 008 0001-2 2,204.41 E.W. @ F.A.(+) 051408 N 0007 0 DAO CORRECTING ENTRY 026 0002 5,137.04 E.W. @ F.A.(+) 073108 N 0014 0 0003 5,409.64 080108 N 0015 0 0004 2,661.41 080408 N 0016 0 027 0001 2,633.00 E.W. @ L.S.(+) 111907 N 0048 0 036 0001 1,344.71 E.W. @ F.A.(+) 102108 N 0047 0 27,343.55 TOTAL THIS ESTIMATE 344,119.79 TOTAL PREVIOUS ESTIMATE 371,463.34 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 11/21/08 EST. NO.08 TIME 04:50 PM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY FHWA FORM 1391 -10,000.00 05 RTN FHWA 1391 10,000.00 08 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR 05/08 -3,000.00 02 RTN 05/07 DEDUCT 3,000.00 04 PER LTR 08/08 -5,000.00 05 PER LTR 10/08 -10,000.00 07 PER 11/08 LTR -3,000.00 08 -3,000.00 -18,000.00 TOTAL DEDUCTIONS 7,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 LOCATION PROGRESS ESTIMATE 02-SHA-5-R15.1/R15.7 ----------------- GOLDEN STATE BRIDGE INC IN SHASTA COUNTY IN REDDING FROM 901 HOWE ROAD LIBERTY STREET TO ROUTE 5/44 MARTINEZ CA 94553 SEPARATION FED. AID NO. ACST-P044(44)E ,PE-P044(44)E WIDEN HIGHWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROTECTION OF MIGRATORY BIRDS LS 40,000.0000 40,000.00 0.020 800.00 0.480 19,200.00 02 ASBESTOS HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 03 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.500 5,000.00 04 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,680,000.00 21.000 84,000.00 134.000 536,000.00 05 TEMPORARY FENCE (TYPE ESA) M 12.0000 7,200.00 290.000 3,480.00 06 TEMPORARY CULVERT M 575.0000 10,350.00 10.850 6,238.75 07 CONSTRUCTION SITE MANAGEMENT LS 22,500.0000 22,500.00 0.020 450.00 0.480 10,800.00 08 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.013 52.00 0.580 2,320.00 S) PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 12.0000 31,200.00 764.300 9,171.60 3,672.990 44,075.88 10 TEMPORARY SILT FENCE M 13.0000 52,000.00 75.000 975.00 1,400.760 18,209.88 11 TEMPORARY GRAVEL BAG BERM M 24.0000 32,160.00 40.000 960.00 144.250 3,462.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 45,000.00 12.000 18,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 1.000 2,000.00 6.000 12,000.00 14 TEMPORARY COVER M2 3.5000 6,300.00 1,711.300 5,989.55 1,752.300 6,133.05 15 TEMPORARY CHECK DAM M 70.0000 21,000.00 108.000 7,560.00 116.000 8,120.00 16 TEMPORARY STRAW BALE BARRIER M 85.0000 17,000.00 3.600 306.00 27.200 2,312.00 17 MOVE-IN/MOVE-OUT EA 1,000.0000 14,000.00 1.000 1,000.00 2.000 2,000.00 S) (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 1.000 250.00 18.000 4,500.00 19 TEMPORARY HYDRAULIC MULCH M2 0.7000 28,000.00 22,887.000 16,020.90 27,197.000 19,037.90 S) (BONDED FIBER MATRIX) 20 STREET SWEEPING LS 75,000.0000 75,000.00 0.020 1,500.00 0.480 36,000.00 21 TRAFFIC CONTROL SURVEILLANCE LS 40,000.0000 40,000.00 0.000 0.00 S) 22 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.016 1,120.00 0.498 34,860.00 S) PROGRAM CAS145 PAGE 2 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SYSTEM LS 875,000.0000 875,000.00 0.022 19,250.00 0.440 385,000.00 S) 24 TYPE III BARRICADE EA 125.0000 1,375.00 11.000 1,375.00 S) 25 TEMPORARY PAVEMENT MARKING (PAINT) M2 70.0000 9,100.00 0.000 0.00 S) 26 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 45,000.00 32,408.000 32,408.00 S) 27 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 22,800.00 311.000 11,818.00 S) 28 TEMPORARY PAVEMENT MARKER EA 4.0000 10,280.00 1,459.000 5,836.00 S) 29 TEMPORARY TERMINAL SECTION (TYPE K) EA 9,000.0000 9,000.00 0.000 0.00 S) 30 PORTABLE CHANGEABLE MESSAGE SIGN LS 165,000.0000 165,000.00 0.022 3,630.00 0.440 72,600.00 S) 31 QUEUE WARNING PCMS LS 145,000.0000 145,000.00 0.020 2,900.00 0.116 16,820.00 S) 32 TEMPORARY RAILING (TYPE K) M 110.0000 1,254,000.00 37.000 4,070.00 5,300.800 583,088.00 S) 33 TEMPORARY CRASH CUSHION MODULE EA 195.0000 44,850.00 11.000 2,145.00 103.000 20,085.00 S) 34 ABANDON CULVERT M 170.0000 44,200.00 74.900 12,733.00 35 REMOVE CHAIN LINK FENCE M 8.0000 11,120.00 1,739.550 13,916.40 36 REMOVE MARKER EA 75.0000 150.00 0.000 0.00 37 REMOVE METAL BEAM GUARD RAILING M 10.0000 34,200.00 2,824.300 28,243.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 11.0000 38,060.00 4,404.500 48,449.50 STRIPE 39 REMOVE TRAFFIC STRIPE M 1.5000 42,150.00 9,637.500 14,456.25 40 REMOVE PAVEMENT MARKING M2 70.0000 3,640.00 0.000 0.00 41 REMOVE PAVEMENT MARKER EA 1.0000 2,710.00 1,096.000 1,096.00 42 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 300.0000 300.00 1.000 300.00 43 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 8.000 400.00 44 REMOVE ROADSIDE SIGN EA 225.0000 3,600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 45 REMOVE ROADSIDE SIGN PANEL EA 400.0000 1,200.00 0.000 0.00 46 REMOVE SIGN STRUCTURE EA 6,000.0000 12,000.00 2.000 12,000.00 47 REMOVE BRIDGE MOUNTED SIGN EA 6,000.0000 12,000.00 0.000 0.00 48 REMOVE CULVERT M 225.0000 6,075.00 26.800 6,030.00 49 REMOVE INLET EA 1,750.0000 8,750.00 1.000 1,750.00 6.000 10,500.00 PROGRAM CAS145 PAGE 3 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE RETAINING WALL (PORTION) M3 450.0000 58,500.00 124.900 56,205.00 51 REMOVE ASPHALT CONCRETE SURFACING M2 35.0000 18,025.00 0.000 0.00 52 RESET ROADSIDE SIGN EA 350.0000 2,100.00 0.000 0.00 53 RESET STRUCTURE MOUNTED SIGN EA 600.0000 600.00 0.000 0.00 54 RELOCATE ROADSIDE SIGN EA 600.0000 600.00 0.000 0.00 55 ADJUST WATER VALVE COVER TO GRADE EA 900.0000 4,500.00 0.000 0.00 56 ADJUST MONUMENT COVER EA 900.0000 900.00 0.000 0.00 57 ADJUST MANHOLE TO GRADE EA 1,500.0000 3,000.00 0.000 0.00 58 MODIFY INLET EA 6,650.0000 19,950.00 2.000 13,300.00 59 MODIFY MANHOLE EA 3,350.0000 3,350.00 1.000 3,350.00 60 MODIFY REINFORCED CONCRETE BOX EA 4,300.0000 8,600.00 1.000 4,300.00 1.000 4,300.00 61 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 90,500.00 0.000 0.00 S) 62 REMOVE CONCRETE M3 250.0000 27,500.00 45.030 11,257.50 63 REMOVE CONCRETE BARRIER M 55.0000 25,300.00 315.000 17,325.00 64 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.5000 65,450.00 0.000 0.00 65 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 0.000 0.00 66 BRIDGE REMOVAL, LOCATION B LS 3200,000.0000 3,200,000.00 0.031 99,200.00 0.704 2,252,800.00 67 BRIDGE REMOVAL (PORTION) LS 99,000.0000 99,000.00 1.000 99,000.00 68 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 0.950 57,000.00 69 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000.00 70 ROADWAY EXCAVATION M3 37.0000 1,653,900.00 29,906.600 1,106,544.20 71 ROADWAY EXCAVATION (TYPE Z-2) M3 50.0000 83,500.00 1,117.900 55,895.00 (AERIALLY DEPOSITED LEAD) 72 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.669 1,672.50 S) 73 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 383,250.00 83.400 14,595.00 858.100 150,167.50 F) 74 STRUCTURE EXCAVATION (TYPE D) M3 4,500.0000 1,170,000.00 47.900 215,550.00 177.902 800,559.00 F) 75 STRUCTURE EXCAVATION (RETAINING WALL) M3 85.0000 437,495.00 881.000 74,885.00 4,590.000 390,150.00 F) 76 STRUCTURE BACKFILL (BRIDGE) M3 95.0000 123,975.00 67.700 6,431.50 F) PROGRAM CAS145 PAGE 4 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 404,460.00 406.000 36,540.00 1,661.000 149,490.00 F) 78 PERVIOUS BACKFILL MATERIAL M3 225.0000 92,925.00 26.000 5,850.00 136.000 30,600.00 F) 79 SAND BACKFILL M3 300.0000 33,000.00 21.170 6,351.00 80 DITCH EXCAVATION M3 150.0000 4,650.00 0.000 0.00 81 IMPORTED MATERIAL (SHOULDER BACKING) M3 85.0000 64,600.00 0.000 0.00 82 SUBGRADE ENHANCEMENT FABRIC M2 2.0000 18,620.00 736.540 1,473.08 4,519.990 9,039.98 83 HIGHWAY PLANTING LS 85,000.0000 85,000.00 0.000 0.00 S) 84 IMPORTED TOPSOIL M3 75.0000 215,250.00 0.000 0.00 85 DECOMPOSED GRANITE M2 300.0000 1,800.00 0.000 0.00 86 ROCK BLANKET M2 45.0000 33,750.00 0.000 0.00 87 EROSION CONTROL (TYPE D) HA 4,000.0000 24,000.00 0.902 3,608.00 S) 88 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 14,000.00 1.000 1,000.00 S) 89 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.031 1,085.00 0.200 7,000.00 S) 90 PLANT ESTABLISHMENT WORK LS 2,600.0000 2,600.00 0.000 0.00 S) 91 TREE GRATE EA 3,800.0000 49,400.00 0.000 0.00 92 TREE GUARD EA 1,450.0000 18,850.00 0.000 0.00 93 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 0.031 279.00 0.200 1,800.00 S) 94 IRRIGATION SYSTEM LS 290,000.0000 290,000.00 0.149 43,210.00 S) 95 20 MM COPPER PIPE (SUPPLY LINE) M 60.0000 1,380.00 0.000 0.00 96 50 MM IRRIGATION SLEEVE M 60.0000 17,400.00 0.000 0.00 97 100 MM IRRIGATION SLEEVE M 250.0000 5,750.00 0.000 0.00 98 150 MM IRRIGATION SLEEVE M 320.0000 4,800.00 0.000 0.00 99 200 MM IRRIGATION SLEEVE M 400.0000 4,400.00 0.000 0.00 00 200 MM CORRUGATED HIGH DENSITY M 450.0000 108,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 01 BOOSTER PUMP SYSTEM EA 9,000.0000 9,000.00 0.000 0.00 S) 02 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0.00 03 CLASS 2 AGGREGATE BASE M3 75.0000 1,057,500.00 265.150 19,886.25 2,745.150 205,886.25 PROGRAM CAS145 PAGE 5 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALT CONCRETE (TYPE A) TONN 110.0000 2,123,000.00 4,013.500 441,485.00 05 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 135.0000 1,116,450.00 0.000 0.00 06 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 145.0000 394,400.00 0.000 0.00 07 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 16,000.00 0.000 0.00 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 760.00 0.000 0.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 8,900.00 0.000 0.00 10 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 9,400.00 0.000 0.00 11 SHOULDER RUMBLE STRIP STA 275.0000 15,950.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 12 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 1,035,000.00 33.350 150,075.00 116.320 523,440.00 S) PILING 13 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,500.0000 792,000.00 22.250 122,375.00 94.000 517,000.00 S) PILING 14 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 9,500.0000 836,000.00 15.800 150,100.00 44.100 418,950.00 S) PILING (ROCK SOCKET) 15 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 10,500.0000 1,449,000.00 22.600 237,300.00 91.400 959,700.00 S) PILING (ROCK SOCKET) 16 FURNISH PILING (CLASS 625) M 550.0000 22,550.00 37.050 20,377.50 (ALTERNATIVE V) 17 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 7,500.0000 30,000.00 4.000 30,000.00 S) 18 1.8 M PERMANENT STEEL CASING M 5,500.0000 1,265,000.00 115.020 632,610.00 S) 19 2.4 M PERMANENT STEEL CASING M 6,750.0000 972,000.00 72.200 487,350.00 S) 20 PRESTRESSING CAST-IN-PLACE CONCRETE LS 685,000.0000 685,000.00 0.000 0.00 S) 21 TIEBACK ANCHOR EA 5,400.0000 70,200.00 13.000 70,200.00 S) 22 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 154,000.00 26.000 18,200.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 8,162,550.00 218.900 204,671.50 766.000 716,210.00 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 108,000.00 54.500 43,600.00 F) 25 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,250.0000 425,000.00 0.000 0.00 F) (TYPE N) 26 CLASS 1 CONCRETE (RETAINING WALL) M3 875.0000 1,911,000.00 264.362 231,316.75 1,095.109 958,220.38 F) 27 CLASS 1 CONCRETE (BOX CULVERT) M3 1,320.0000 396,000.00 78.000 102,960.00 F) 28 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 172,000.00 13.790 27,580.00 51.150 102,300.00 F) 29 ARCHITECTURAL SURFACE TREATMENT LS 49,500.0000 49,500.00 0.000 0.00 S) (SIDEWALK) 30 ARCHITECTURAL TREATMENT M2 510.0000 600,270.00 64.000 32,640.00 F) PROGRAM CAS145 PAGE 6 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ANTI-GRAFFITI COATING M2 35.0000 46,200.00 0.000 0.00 32 ARCHITECTURAL TEXTURE M2 400.0000 48,000.00 0.000 0.00 F) 33 DRILL AND PRESSURE GROUT DOWEL M 125.0000 1,000.00 8.000 1,000.00 34 DRILL AND BOND DOWEL M 90.0000 3,690.00 35.100 3,159.00 35 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 392,000.00 14.000 392,000.00 GIRDER (30 M - 35 M) 36 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 70,000.00 14.000 70,000.00 S) GIRDER 37 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 750,000.00 0.000 0.00 38 PLACE POLYESTER CONCRETE OVERLAY M2 18.0000 214,200.00 0.000 0.00 F) 39 PTFE BEARING EA 3,800.0000 76,000.00 5.000 19,000.00 5.000 19,000.00 S) 40 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 153,000.00 0.000 0.00 S) 41 JOINT SEAL (MR 40 MM) M 225.0000 9,450.00 0.000 0.00 S) 42 BAR REINFORCING STEEL (BRIDGE) KG 1.9500 3,172,650.00 71,621.000 139,660.95 291,395.000 568,220.25 SF) 43 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 431,554.20 18,806.000 62,059.80 73,610.000 242,913.00 SF) 44 BAR REINFORCING STEEL (BOX CULVERT) KG 2.6500 83,186.15 7,065.000 18,722.25 SF) 45 HEADED BAR REINFORCEMENT EA 8.0000 7,144.00 0.000 0.00 S) 46 SHOTCRETE M3 900.0000 44,100.00 49.000 44,100.00 SF) 47 FURNISH SIGN STRUCTURE (TUBULAR) KG 11.5000 658,156.50 0.000 0.00 SF) 48 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2500 71,538.75 0.000 0.00 SF) 49 FURNISH LAMINATED PANEL SIGN M2 160.0000 25,600.00 0.000 0.00 (25.4 MM-TYPE A) 50 FURNISH LAMINATED PANEL SIGN M2 160.0000 1,120.00 0.000 0.00 (25.4 MM-TYPE B) 51 FURNISH LAMINATED PANEL SIGN M2 170.0000 3,400.00 0.000 0.00 (63.5 MM-TYPE B) 52 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 7,650.00 0.000 0.00 (1.6 MM-UNFRAMED) 53 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 3,690.00 0.000 0.00 (2.0 MM-UNFRAMED) 54 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,700.00 0.000 0.00 (1.6 MM-FRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,400.00 0.000 0.00 (2.0 MM-FRAMED) 56 1524 MM CAST-IN-DRILLED-HOLE M 3,750.0000 322,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 57 METAL (BARRIER MOUNTED SIGN) KG 25.0000 2,050.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ROADSIDE SIGN - ONE POST EA 350.0000 20,650.00 0.000 0.00 59 ROADSIDE SIGN - TWO POST EA 700.0000 16,100.00 0.000 0.00 60 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 9,800.00 0.000 0.00 METHOD) 61 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 62 CLEAN AND PAINT SIGNAL POLES AND MAST LS 22,000.0000 22,000.00 0.000 0.00 S) ARMS 63 200 MM ALTERNATIVE PIPE CULVERT M 165.0000 16,500.00 0.000 0.00 64 300 MM ALTERNATIVE PIPE CULVERT M 200.0000 18,000.00 72.100 14,420.00 65 375 MM ALTERNATIVE PIPE CULVERT M 250.0000 32,500.00 77.400 19,350.00 127.700 31,925.00 66 450 MM ALTERNATIVE PIPE CULVERT M 340.0000 21,080.00 6.000 2,040.00 60.900 20,706.00 67 300 MM REINFORCED CONCRETE PIPE M 340.0000 51,000.00 116.500 39,610.00 68 375 MM REINFORCED CONCRETE PIPE M 350.0000 189,000.00 167.340 58,569.00 371.170 129,909.50 69 450 MM REINFORCED CONCRETE PIPE M 420.0000 71,400.00 4.800 2,016.00 150.470 63,197.40 70 600 MM REINFORCED CONCRETE PIPE M 440.0000 118,800.00 94.516 41,587.04 253.206 111,410.64 71 750 MM REINFORCED CONCRETE PIPE M 430.0000 90,300.00 204.290 87,844.70 72 300 MM CORRUGATED STEEL PIPE M 210.0000 7,140.00 23.000 4,830.00 (2.01 MM THICK) 73 900 MM CORRUGATED STEEL PIPE M 330.0000 2,970.00 8.700 2,871.00 8.700 2,871.00 (2.01 MM THICK) 74 150 MM PERFORATED STEEL PIPE UNDERDRAIN M 135.0000 3,510.00 7.300 985.50 22.300 3,010.50 75 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 4,940.00 0.000 0.00 76 FLUME DOWNDRAIN M 135.0000 12,690.00 0.000 0.00 77 TAPERED INLET EA 550.0000 4,950.00 0.000 0.00 78 ANCHOR ASSEMBLY EA 700.0000 22,400.00 0.000 0.00 79 INSTALL DRAINAGE INLET MARKER EA 50.0000 500.00 0.000 0.00 80 WELDED STEEL PIPE CASING (BRIDGE) M 600.0000 15,000.00 0.000 0.00 81 300 MM CONCRETE FLARED END SECTION EA 750.0000 750.00 0.000 0.00 82 375 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 1.000 800.00 83 450 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 1.000 800.00 84 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 PROGRAM CAS145 PAGE 8 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM CONCRETE FLARED END SECTION EA 1,250.0000 1,250.00 1.000 1,250.00 86 MINOR CONCRETE (BACKFILL) M3 300.0000 2,700.00 5.030 1,509.00 5.030 1,509.00 87 ROCK SLOPE PROTECTION (1T, METHOD A) TONN 50.0000 145,000.00 0.000 0.00 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 70.0000 17,500.00 130.800 9,156.00 89 ROCK SLOPE PROTECTION TONN 44.0000 203,280.00 0.000 0.00 (BACKING NO. 1, METHOD B) 90 ROCK SLOPE PROTECTION TONN 48.0000 79,680.00 0.000 0.00 (BACKING NO. 2, METHOD B) 91 ROCK SLOPE PROTECTION TONN 99.0000 7,623.00 11.090 1,097.91 (BACKING NO. 3, METHOD B) 92 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 45.0000 585,000.00 0.000 0.00 93 SLOPE PAVING (CONCRETE) M3 900.0000 33,300.00 0.000 0.00 F) 94 ROCK SLOPE PROTECTION FABRIC M2 4.0000 41,600.00 72.280 289.12 95 MINOR CONCRETE (CURB AND GUTTER) M3 625.0000 68,750.00 0.000 0.00 96 MINOR CONCRETE (SIDEWALK) M3 625.0000 550,000.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 5.0000 54,990.00 1,834.000 9,170.00 6,207.000 31,035.00 F) 98 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 9,896.00 0.000 0.00 SF) 99 BRIDGE DECK DRAINAGE SYSTEM KG 14.0000 33,824.00 0.000 0.00 SF) 00 CHAIN LINK FENCE (TYPE CL-0.9, M 60.0000 24,000.00 0.000 0.00 S) VINYL-CLAD) 01 CHAIN LINK FENCE (TYPE CL-1.2) M 46.0000 9,200.00 0.000 0.00 S) 02 CHAIN LINK FENCE (TYPE CL-1.8) M 54.0000 53,460.00 0.000 0.00 S) 03 CHAIN LINK FENCE (TYPE CL-1.8, M 60.0000 63,000.00 0.000 0.00 S) VINYL-CLAD) 04 CHAIN LINK FENCE M 60.0000 13,800.00 0.000 0.00 S) (TYPE CL-1.2, VINYL CLAD, MODIFIED) 05 DELINEATOR (BARRIER MOUNTED) EA 38.0000 7,980.00 0.000 0.00 06 DELINEATOR (CLASS 1) EA 55.0000 4,675.00 0.000 0.00 07 MILEPOST MARKER EA 55.0000 330.00 0.000 0.00 08 MARKER (CULVERT) EA 55.0000 2,915.00 0.000 0.00 09 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 0.000 0.00 10 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 114,300.00 0.000 0.00 S) 11 VEGETATION CONTROL (MINOR CONCRETE) M2 150.0000 258,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 DECORATIVE CHAIN LINK RAILING M 1,450.0000 176,900.00 0.000 0.00 SF) 13 METAL PEDESTRIAN BRIDGE RAILING M 999.0000 261,738.00 0.000 0.00 SF) 14 METAL BARRIER BRIDGE RAILING M 925.0000 225,700.00 0.000 0.00 SF) 15 CONCRETE BARRIER (TYPE 26 MODIFIED) M 330.0000 21,450.00 0.000 0.00 F) 16 CABLE RAILING M 60.0000 10,200.00 0.000 0.00 SF) 17 REMOVABLE BARRIER POST EA 1,000.0000 3,000.00 0.000 0.00 S) 18 TRANSITION RAILING (TYPE WB) EA 1,800.0000 14,400.00 0.000 0.00 S) 19 END CAP (TYPE A) EA 100.0000 400.00 0.000 0.00 S) 20 END CAP (TYPE TC) EA 175.0000 1,400.00 0.000 0.00 S) 21 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 3,000.00 0.000 0.00 S) 22 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 12,800.00 0.000 0.00 S) 23 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0.00 S) 24 CONCRETE BARRIER (TYPE 60) M 210.0000 451,500.00 101.700 21,357.00 25 CONCRETE BARRIER (TYPE 60A) M 205.0000 51,045.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 60C) M 270.0000 102,600.00 238.500 64,395.00 27 CONCRETE BARRIER (TYPE 60D) M 280.0000 86,800.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60E) M 600.0000 43,200.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 732 MODIFIED) M 375.0000 110,625.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 736A MODIFIED) M 400.0000 8,400.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 732) M 245.0000 59,780.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 732A) M 310.0000 34,100.00 0.000 0.00 33 CONCRETE BARRIER (TYPE 60G MODIFIED) M 430.0000 68,800.00 0.000 0.00 34 CONCRETE BARRIER (TYPE 736B MODIFIED) M 240.0000 14,880.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 736) M 325.0000 20,800.00 0.000 0.00 F) 36 CONCRETE BARRIER (TYPE 736A) M 300.0000 222,000.00 0.000 0.00 37 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 17,400.00 0.000 0.00 38 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 23,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 18,370.00 0.000 0.00 S) 40 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 231.00 0.000 0.00 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,376.00 0.000 0.00 S) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 2,156.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 58.30 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 75.90 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 5,764.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 484.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,958.00 0.000 0.00 S) (BROKEN) 2.7 M - 0.9 M) 48 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,160.00 0.000 0.00 S) 49 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 50 TEMPORARY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.000 0.00 S) (LOCATION 1) 51 TEMPORARY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.000 0.00 S) (CITY LOCATION 3) 52 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.000 0.00 S) 53 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.000 0.00 S) (CITY STREET LOCATION 3) 54 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.026 3,120.00 0.057 6,840.00 S) (CITY STREET LOCATION 4) 55 LIGHTING (DECORATIVE) LS 310,000.0000 310,000.00 0.000 0.00 S) 56 LIGHTING (CITY BRIDGE) LS 60,000.0000 60,000.00 0.000 0.00 S) 57 LIGHTING (CITY BIKE PATH) LS 520,000.0000 520,000.00 0.009 4,680.00 S) 58 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 0.009 5,085.00 0.102 57,630.00 S) 59 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 S) 60 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 61 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.000 0.00 S) 62 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 63 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.065 5,200.00 0.085 6,800.00 S) 64 SIGNAL AND LIGHTING LS 220,000.0000 220,000.00 0.000 0.00 S) (LOCATION 2 MODIFY) PROGRAM CAS145 PAGE 11 DATE 11/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 04:50 PM ESTIMATE NO. 08 BID OPENING 02/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,135,184.92 15,751,577.19 ADJUSTMENT OF COMPENSATION 0.00 68,561.77 EXTRA WORK 27,343.55 302,901.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,162,528.47 16,123,040.53 65 MOBILIZATION LS 5750,000.0000 5,750,000.00 0.950 5,462,500.00 ORIGINAL CONTRACT AMOUNT 59,395,523.80 TOTAL WORK COMPLETED 2,162,528.47 21,585,540.53 MATERIALS ON HAND ON SITE 1,079,845.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,000.00 -18,000.00 TOTAL 2,169,528.47 22,647,386.27 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 03/14/08 795 03/31/08 05/08/08 01/14/11 134 2 0 0 36% 17% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/08