PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/23/09 EST. NO.21 TIME 01:20 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 0034 1,320.00 E.W. @ F.A.(+) 092309 N 0109 0 005 0004 4,721.06 A.C. @ L.S.(+) 102009 N 5 0 025 0002 6,268.19 A.C. @ L.S.(+) 102009 N 2 0 031 0001 142,537.50 A.C. @ L.S.(+) 102009 N 1 0 035 0001 34,232.62 E.W. @ L.S.(+) 102009 N 1 0 039 0001 30,068.83 A.C. @ L.S.(+) 102009 N 1 0 047 0001 16,870.98 E.W. @ L.S.(+) 102009 N 01 0 236,019.18 TOTAL THIS ESTIMATE 757,215.90 TOTAL PREVIOUS ESTIMATE 993,235.08 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/23/09 EST. NO.21 TIME 01:20 PM R.E. NAME: WOOD, JAMES 02-328034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC CONTINENTAL -373.00 20 PCC PILES 9-3 9-8 -2,076.91 20 PER 86-8.01 PAYMENT -5,000.00 20 0.00 -7,449.91 EQUAL EMPLOYMENT OPPORTUNITY FHWA FORM 1391 -10,000.00 05 RTN FHWA 1391 10,000.00 08 0.00 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 PER 12/08 LTR -10,000.00 09 RTN 08/08 DEDUCT 5,000.00 09 RETURN 11/08 DEDUCT 3,000.00 10 RETURN 12/08 DEDUCT 10,000.00 10 PER LTR DATED 2/09 -8,000.00 12 RETURN 10/08 DEDUCT 10,000.00 12 PER LTR 03/09 -2,000.00 13 PER LTR DATED 04/09 -2,000.00 15 PER LTR DATED 03/09 2,000.00 15 PER LTR DATED 02/09 8,000.00 15 PER LTR DATED 7/09 -4,000.00 18 RETURN 4-09 DEDUCT 2,000.00 19 PER LTR DATED 9/09 -2,000.00 20 PER LTR DATED 10/19 -2,000.00 21 RETURN 07/09 DEDUCT 4,000.00 21 RETURN 09/09 DEDUCT 2,000.00 21 4,000.00 -2,000.00 TOTAL DEDUCTIONS 4,000.00 -9,449.91 PROGRAM CAS145 PAGE 1 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 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 0.019 760.00 0.695 27,800.00 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 0.750 7,500.00 04 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,680,000.00 20.000 80,000.00 356.000 1,424,000.00 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 0.019 427.50 0.695 15,637.50 08 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.012 48.00 0.713 2,852.00 S) PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 12.0000 31,200.00 964.000 11,568.00 4,652.230 55,826.76 10 TEMPORARY SILT FENCE M 13.0000 52,000.00 78.000 1,014.00 1,936.420 25,173.46 11 TEMPORARY GRAVEL BAG BERM M 24.0000 32,160.00 154.250 3,702.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 45,000.00 28.000 42,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 8.000 16,000.00 14 TEMPORARY COVER M2 3.5000 6,300.00 6,667.300 23,335.55 15 TEMPORARY CHECK DAM M 70.0000 21,000.00 147.000 10,290.00 16 TEMPORARY STRAW BALE BARRIER M 85.0000 17,000.00 48.200 4,097.00 17 MOVE-IN/MOVE-OUT EA 1,000.0000 14,000.00 2.000 2,000.00 S) (TEMPORARY EROSION CONTROL) 18 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 23.000 5,750.00 19 TEMPORARY HYDRAULIC MULCH M2 0.7000 28,000.00 27,417.000 19,191.90 S) (BONDED FIBER MATRIX) 20 STREET SWEEPING LS 75,000.0000 75,000.00 0.019 1,425.00 0.695 52,125.00 21 TRAFFIC CONTROL SURVEILLANCE LS 40,000.0000 40,000.00 1.000 40,000.00 1.000 40,000.00 S) 22 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.015 1,050.00 0.664 46,480.00 S) PROGRAM CAS145 PAGE 2 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.021 18,375.00 0.672 588,000.00 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 26.290 1,840.30 75.830 5,308.10 S) 26 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 45,000.00 42.000 42.00 49,012.000 49,012.00 S) 27 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 22,800.00 612.000 23,256.00 S) 28 TEMPORARY PAVEMENT MARKER EA 4.0000 10,280.00 2,292.000 9,168.00 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 0.021 3,465.00 0.672 110,880.00 S) 31 QUEUE WARNING PCMS LS 145,000.0000 145,000.00 0.019 2,755.00 0.695 100,775.00 S) 32 TEMPORARY RAILING (TYPE K) M 110.0000 1,254,000.00 9,264.600 1,019,106.00 S) 33 TEMPORARY CRASH CUSHION MODULE EA 195.0000 44,850.00 166.000 32,370.00 S) 34 ABANDON CULVERT M 170.0000 44,200.00 103.200 17,544.00 35 REMOVE CHAIN LINK FENCE M 8.0000 11,120.00 29.000 232.00 1,784.750 14,278.00 36 REMOVE MARKER EA 75.0000 150.00 0.000 0.00 37 REMOVE METAL BEAM GUARD RAILING M 10.0000 34,200.00 3,312.700 33,127.00 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 12.000 18.00 18,885.000 28,327.50 40 REMOVE PAVEMENT MARKING M2 70.0000 3,640.00 17.470 1,222.90 20.250 1,417.50 41 REMOVE PAVEMENT MARKER EA 1.0000 2,710.00 1,860.000 1,860.00 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 6.000 10,500.00 PROGRAM CAS145 PAGE 3 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 8,600.00 61 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 90,500.00 157.500 1,575.00 S) 62 REMOVE CONCRETE M3 250.0000 27,500.00 22.050 5,512.50 157.255 39,313.75 63 REMOVE CONCRETE BARRIER M 55.0000 25,300.00 471.000 25,905.00 64 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.5000 65,450.00 3,980.000 21,890.00 65 BRIDGE REMOVAL, LOCATION A LS 110,000.0000 110,000.00 0.970 106,700.00 1.000 110,000.00 66 BRIDGE REMOVAL, LOCATION B LS 3200,000.0000 3,200,000.00 0.079 252,800.00 0.972 3,110,400.00 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 1.000 60,000.00 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 43,727.900 1,617,932.30 71 ROADWAY EXCAVATION (TYPE Z-2) M3 50.0000 83,500.00 1,189.900 59,495.00 (AERIALLY DEPOSITED LEAD) 72 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.900 2,250.00 S) 73 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 383,250.00 2,137.910 374,134.25 F) 74 STRUCTURE EXCAVATION (TYPE D) M3 4,500.0000 1,170,000.00 216.670 975,015.00 F) 75 STRUCTURE EXCAVATION (RETAINING WALL) M3 85.0000 437,495.00 5,147.000 437,495.00 F) 76 STRUCTURE BACKFILL (BRIDGE) M3 95.0000 123,975.00 1,222.000 116,090.00 F) PROGRAM CAS145 PAGE 4 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.300 3,177.00 3,661.300 329,517.00 F) 78 PERVIOUS BACKFILL MATERIAL M3 225.0000 92,925.00 335.000 75,375.00 F) 79 SAND BACKFILL M3 300.0000 33,000.00 25.670 7,701.00 80 DITCH EXCAVATION M3 150.0000 4,650.00 30.500 4,575.00 81 IMPORTED MATERIAL (SHOULDER BACKING) M3 85.0000 64,600.00 92.200 7,837.00 82 SUBGRADE ENHANCEMENT FABRIC M2 2.0000 18,620.00 7,554.190 15,108.38 83 HIGHWAY PLANTING LS 85,000.0000 85,000.00 0.043 3,655.00 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 2.833 11,332.00 3.735 14,940.00 S) 88 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 14,000.00 1.000 1,000.00 2.000 2,000.00 S) 89 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.030 1,050.00 0.531 18,585.00 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 0.030 270.00 0.520 4,680.00 S) 94 IRRIGATION SYSTEM LS 290,000.0000 290,000.00 0.090 26,100.00 0.480 139,200.00 S) 95 20 MM COPPER PIPE (SUPPLY LINE) M 60.0000 1,380.00 23.000 1,380.00 96 50 MM IRRIGATION SLEEVE M 60.0000 17,400.00 289.200 17,352.00 97 100 MM IRRIGATION SLEEVE M 250.0000 5,750.00 22.900 5,725.00 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 5.500 2,200.00 00 200 MM CORRUGATED HIGH DENSITY M 450.0000 108,000.00 239.760 107,892.00 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 50.400 3,780.00 10,797.540 809,815.50 PROGRAM CAS145 PAGE 5 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 63.170 6,948.70 13,880.230 1,526,825.30 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 20.150 1,007.50 AREA) 08 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 760.00 15.300 153.00 15.300 153.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 8,900.00 154.900 1,549.00 154.900 1,549.00 10 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 9,400.00 853.800 8,538.00 853.800 8,538.00 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 1,035,000.00 232.690 1,047,105.00 S) PILING 13 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,500.0000 792,000.00 143.500 789,250.00 S) PILING 14 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 9,500.0000 836,000.00 88.200 837,900.00 S) PILING (ROCK SOCKET) 15 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 10,500.0000 1,449,000.00 137.300 1,441,650.00 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 1,265,000.00 230.040 1,265,220.00 S) 19 2.4 M PERMANENT STEEL CASING M 6,750.0000 972,000.00 22.400 151,200.00 143.463 968,375.25 S) 20 PRESTRESSING CAST-IN-PLACE CONCRETE LS 685,000.0000 685,000.00 0.600 411,000.00 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 154,000.00 236.130 165,291.00 F) 23 STRUCTURAL CONCRETE, BRIDGE M3 935.0000 8,162,550.00 4,754.110 4,445,092.85 F) 24 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 108,000.00 126.200 100,960.00 F) 25 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,250.0000 425,000.00 209.500 261,875.00 F) (TYPE N) 26 CLASS 1 CONCRETE (RETAINING WALL) M3 875.0000 1,911,000.00 1,795.000 1,570,625.00 F) 27 CLASS 1 CONCRETE (BOX CULVERT) M3 1,320.0000 396,000.00 300.000 396,000.00 F) 28 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 172,000.00 3.130 6,260.00 70.890 141,780.00 F) 29 ARCHITECTURAL SURFACE TREATMENT LS 49,500.0000 49,500.00 0.000 0.00 S) (SIDEWALK) 30 ARCHITECTURAL TREATMENT M2 510.0000 600,270.00 933.880 476,278.80 F) PROGRAM CAS145 PAGE 6 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,000.00 120.000 48,000.00 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 0.750 67.50 37.225 3,350.25 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 66.800 200,400.00 38 PLACE POLYESTER CONCRETE OVERLAY M2 18.0000 214,200.00 3,980.000 71,640.00 F) 39 PTFE BEARING EA 3,800.0000 76,000.00 12.500 47,500.00 S) 40 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,800.0000 153,000.00 37.000 66,600.00 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 1,000,878.000 1,951,712.10 SF) 43 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 431,554.20 2,625.000 8,662.50 119,254.000 393,538.20 SF) 44 BAR REINFORCING STEEL (BOX CULVERT) KG 2.6500 83,186.15 31,391.000 83,186.15 SF) 45 HEADED BAR REINFORCEMENT EA 8.0000 7,144.00 906.000 7,248.00 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 57,231.000 658,156.50 57,231.000 658,156.50 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 55.472 208,020.00 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 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.400 8,811.00 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 32,500.00 127.700 31,925.00 66 450 MM ALTERNATIVE PIPE CULVERT M 340.0000 21,080.00 71.200 24,208.00 67 300 MM REINFORCED CONCRETE PIPE M 340.0000 51,000.00 22.000 7,480.00 138.500 47,090.00 68 375 MM REINFORCED CONCRETE PIPE M 350.0000 189,000.00 487.260 170,541.00 69 450 MM REINFORCED CONCRETE PIPE M 420.0000 71,400.00 150.470 63,197.40 70 600 MM REINFORCED CONCRETE PIPE M 440.0000 118,800.00 4.600 2,024.00 257.806 113,434.64 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 33.100 6,951.00 (2.01 MM THICK) 73 900 MM CORRUGATED STEEL PIPE M 330.0000 2,970.00 8.700 2,871.00 (2.01 MM THICK) 74 150 MM PERFORATED STEEL PIPE UNDERDRAIN M 135.0000 3,510.00 22.300 3,010.50 75 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 4,940.00 37.700 4,901.00 37.700 4,901.00 76 FLUME DOWNDRAIN M 135.0000 12,690.00 93.100 12,568.50 77 TAPERED INLET EA 550.0000 4,950.00 9.000 4,950.00 78 ANCHOR ASSEMBLY EA 700.0000 22,400.00 31.000 21,700.00 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 25.000 15,000.00 81 300 MM CONCRETE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 82 375 MM CONCRETE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 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 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 87 ROCK SLOPE PROTECTION (1T, METHOD A) TONN 50.0000 145,000.00 2,640.970 132,048.50 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) TONN 70.0000 17,500.00 193.700 13,559.00 89 ROCK SLOPE PROTECTION TONN 44.0000 203,280.00 3,021.760 132,957.44 (BACKING NO. 1, METHOD B) 90 ROCK SLOPE PROTECTION TONN 48.0000 79,680.00 1,649.490 79,175.52 (BACKING NO. 2, METHOD B) 91 ROCK SLOPE PROTECTION TONN 99.0000 7,623.00 3.500 346.50 26.290 2,602.71 (BACKING NO. 3, METHOD B) 92 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 45.0000 585,000.00 9,683.180 435,743.10 93 SLOPE PAVING (CONCRETE) M3 900.0000 33,300.00 14.770 13,293.00 F) 94 ROCK SLOPE PROTECTION FABRIC M2 4.0000 41,600.00 9,642.280 38,569.12 95 MINOR CONCRETE (CURB AND GUTTER) M3 625.0000 68,750.00 91.952 57,470.00 96 MINOR CONCRETE (SIDEWALK) M3 625.0000 550,000.00 842.590 526,618.75 97 MISCELLANEOUS IRON AND STEEL KG 5.0000 54,990.00 264.000 1,320.00 8,457.000 42,285.00 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 1,812.000 25,368.00 SF) 00 CHAIN LINK FENCE (TYPE CL-0.9, M 60.0000 24,000.00 259.100 15,546.00 S) VINYL-CLAD) 01 CHAIN LINK FENCE (TYPE CL-1.2) M 46.0000 9,200.00 243.100 11,182.60 S) 02 CHAIN LINK FENCE (TYPE CL-1.8) M 54.0000 53,460.00 161.000 8,694.00 196.000 10,584.00 S) 03 CHAIN LINK FENCE (TYPE CL-1.8, M 60.0000 63,000.00 599.000 35,940.00 757.300 45,438.00 S) VINYL-CLAD) 04 CHAIN LINK FENCE M 60.0000 13,800.00 119.000 7,140.00 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 114,300.00 255.000 22,950.00 992.600 89,334.00 S) 11 VEGETATION CONTROL (MINOR CONCRETE) M2 150.0000 258,000.00 475.030 71,254.50 1,409.780 211,467.00 PROGRAM CAS145 PAGE 9 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 176,900.00 122.000 176,900.00 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 35.050 11,566.50 65.000 21,450.00 F) 16 CABLE RAILING M 60.0000 10,200.00 170.000 10,200.00 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 4.000 7,200.00 S) 19 END CAP (TYPE A) EA 100.0000 400.00 1.000 100.00 S) 20 END CAP (TYPE TC) EA 175.0000 1,400.00 1.000 175.00 S) 21 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 3,000.00 1.000 1,000.00 1.000 1,000.00 S) 22 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 12,800.00 1.000 3,200.00 S) 23 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 1.000 3,000.00 S) 24 CONCRETE BARRIER (TYPE 60) M 210.0000 451,500.00 113.800 23,898.00 25 CONCRETE BARRIER (TYPE 60A) M 205.0000 51,045.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 60C) M 270.0000 102,600.00 394.500 106,515.00 27 CONCRETE BARRIER (TYPE 60D) M 280.0000 86,800.00 302.300 84,644.00 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 57.000 21,375.00 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 34,100.00 106.260 32,940.60 33 CONCRETE BARRIER (TYPE 60G MODIFIED) M 430.0000 68,800.00 165.500 71,165.00 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 52.000 16,900.00 F) 36 CONCRETE BARRIER (TYPE 736A) M 300.0000 222,000.00 479.800 143,940.00 37 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 17,400.00 57.300 17,190.00 38 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 23,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.018 180.00 0.520 5,200.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 50 TEMPORARY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.655 58,950.00 S) (LOCATION 1) 51 TEMPORARY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.483 43,470.00 S) (CITY LOCATION 3) 52 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.112 22,400.00 0.358 71,600.00 S) 53 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.040 8,000.00 0.551 110,200.00 S) (CITY STREET LOCATION 3) 54 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.413 49,560.00 S) (CITY STREET LOCATION 4) 55 LIGHTING (DECORATIVE) LS 310,000.0000 310,000.00 0.143 44,330.00 0.401 124,310.00 S) 56 LIGHTING (CITY BRIDGE) LS 60,000.0000 60,000.00 0.828 49,680.00 S) 57 LIGHTING (CITY BIKE PATH) LS 520,000.0000 520,000.00 0.406 211,120.00 0.669 347,880.00 S) 58 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 0.006 3,390.00 0.704 397,760.00 S) 59 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.300 3,000.00 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 0.363 10,890.00 S) 62 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.050 2,500.00 S) 63 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 0.285 22,800.00 S) 64 SIGNAL AND LIGHTING LS 220,000.0000 220,000.00 0.651 143,220.00 S) (LOCATION 2 MODIFY) PROGRAM CAS145 PAGE 11 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-328034 TIME 01:20 PM ESTIMATE NO. 21 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 10/20/09 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,874,395.90 37,629,483.18 ADJUSTMENT OF COMPENSATION 183,595.58 264,994.20 EXTRA WORK 52,423.60 728,240.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,110,415.08 38,622,718.26 65 MOBILIZATION LS 5750,000.0000 5,750,000.00 1.000 5,750,000.00 ORIGINAL CONTRACT AMOUNT 59,395,523.80 TOTAL WORK COMPLETED 2,110,415.08 44,372,718.26 MATERIALS ON HAND ON SITE 1,156,316.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,000.00 -9,449.91 TOTAL 2,114,415.08 45,519,584.63 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 01/28/11 354 9 0 0 73% 45% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/09