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 04/23/02 EST. NO.17 TIME 12:40 PM R.E. NAME: HANCOCK, JOHN 03-3A21U4 --------------------------------------------------------------------------- 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 0017 7,162.58 E.W. @ F.A.(+) 121901 N 0017 0 0018 2,186.26 011402 N 0018 0 002 0003 4,886.69 E.W. @ L.S.(+) 081001 N 0002 0 004 0001 500.01 E.W. @ F.A.(+) 071101 N 0001 0 0002 300.00 110901 N 0002 0 0003 500.01 071101 N 0003 0 0004 500.01 110901 N 0004 0 0005 500.01 071101 N 0005 0 0006 400.00 110901 N 0006 0 008 0014 368.64 E.W. @ F.A.(+) 100201 N 0015 0 0022 1,205.22 051501 N 0003 0 0023 772.20 031802 N 0023 0 0025 675.86 031902 N 0025 0 0026 310.82 052301 N 0007 0 0027 1,713.08 061301 N 0008 0 0028 644.51 070901 N 0012 0 009 0002 217.60 E.W. @ F.A.(+) 080301 Y 0002 0 0003 5,695.66 083001 N 0003 0 0004 459.76 083101 N 0004 0 0005 639.91 071801 N 0005 0 0006 1,829.71 072001 N 0007 0 018 0008 8,434.22 E.W. @ F.A.(+) 011402 N 0008 0 020 0005 127.63 E.W. @ F.A.(+) 031402 N 0005 0 034 0001 3,296.31 E.W. @ F.A.(+) 082801 N 0001 0 039 0002 63.54 E.W. @ F.A.(+) 101801 N 0002 0 057 0027 587.79 E.W. @ F.A.(+) 010402 N 0025 0 43,978.03 TOTAL THIS ESTIMATE 297,855.18 TOTAL PREVIOUS ESTIMATE 341,833.21 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 04/23/02 EST. NO.17 TIME 12:40 PM R.E. NAME: HANCOCK, JOHN 03-3A21U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INSUFFICIENT CPM -5,000.00 02 INSUFFICIENT CPM 5,000.00 05 RESTAKING CHARGES -9,000.00 06 RESTAKING CHARGES -6,133.00 07 INSUFFICIENT SWPPP -5,000.00 09 RESTAKING CHARGES -2,200.00 09 SWPPP NON COMPLIANCE -526,765.00 10 SWPPP NON-COMPLIANCE 526,765.00 11 SWPPP VIOLATION FINE -20,000.00 15 IN SWPPP COMPLIANCE 5,000.00 16 0.00 -37,333.00 TOTAL DEDUCTIONS 0.00 -37,333.00 PROGRAM CAS145 PAGE 1 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 LOCATION PROGRESS ESTIMATE 03-NEV-80-17.1/28.1 ----------------- GRANITE CONSTRUCTION COMPANY IN NEVADA COUNTY NEAR TRUCKEE FROM P O BOX 50085 0.1 WEST OF FIBREBOARD WATSONVILLE CA 950775085 UNDERCROSSING TO THE WEST END OF TRUCKEE RIVER BRIDGE FED. AID NO. ACIM-080 -4(169)192,ACIM-080 -4(169)N REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (ENVIRONMENTALLY M 6.2000 12,772.00 1,690.500 10,481.10 SENSITIVE AREAS) 002 SWALLOW NESTING PREVENTION LS 18,000.0000 18,000.00 0.700 12,600.00 003 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.600 9,000.00 004 TIME-RELATED OVERHEAD WDAY 7,500.0000 3000,000.00 172.000 1,290,000.00 005 900 MM TEMPORARY CULVERT M 150.0000 24,000.00 147.000 22,050.00 006 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 008 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.711 35,550.00 009 TEMPORARY SILT FENCE M 6.2000 3,596.00 572.000 3,546.40 010 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.648 25,920.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.430 258,000.00 (S) 012 TRAFFIC CONTROL SURVEILLANCE LS 200,000.0000 200,000.00 0.296 59,200.00 013 TYPE III BARRICADE EA 50.0000 3,700.00 11.000 550.00 (S) 014 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 1,190.00 0.000 0.00 (S) 015 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 623,000.00 35,716.500 125,007.75 (S) 016 TEMPORARY PAVEMENT MARKING (TAPE) M2 40.0000 9,200.00 81.900 3,276.00 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 123,000.00 281,752.000 84,525.60 (S) 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.430 25,800.00 (S) 019 PORTABLE RADAR TRAILER EA 8,000.0000 16,000.00 0.201 1,608.00 (S) 020 TEMPORARY RAILING (TYPE K) M 10.0000 908,000.00 40,448.000 404,480.00 021 TEMPORARY CRASH CUSHION MODULE EA 250.0000 45,000.00 196.000 49,000.00 (S) 022 ABANDON CULVERT M 40.0000 17,200.00 177.100 7,084.00 PROGRAM CAS145 PAGE 2 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 OBLITERATE SURFACING M2 4.0000 1,640.00 0.000 0.00 024 REMOVE ENTRANCE TAPER EA 50.0000 250.00 0.000 0.00 025 REMOVE METAL BEAM GUARD RAILING M 7.0000 74,900.00 907.000 6,349.00 026 REMOVE FLARED END SECTION EA 25.0000 425.00 6.000 150.00 027 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 32,110.00 4,663.250 6,062.23 (S) 028 REMOVE ROADSIDE SIGN EA 100.0000 7,800.00 0.000 0.00 029 REMOVE ASPHALT CONCRETE DIKE M 1.2500 13,250.00 2,439.500 3,049.38 030 REMOVE CULVERT M 14.0000 18,620.00 259.400 3,631.60 031 REMOVE SLOTTED PIPE M 70.0000 3,080.00 0.000 0.00 032 REMOVE INLET EA 350.0000 18,550.00 19.000 6,650.00 033 REMOVE DRAINAGE INLET (TEMPORARY EA 175.0000 16,800.00 1.000 175.00 TRAFFIC COVER) 034 REMOVE DOWNDRAIN M 30.0000 11,400.00 21.300 639.00 035 REMOVE RETAINING WALL (PORTION), LS 2,500.0000 2,500.00 0.000 0.00 LOCATION A 036 REMOVE RETAINING WALL (PORTION), LS 2,000.0000 2,000.00 0.000 0.00 LOCATION B 037 REMOVE CONCRETE PAVEMENT M2 10.0000 10,200.00 822.000 8,220.00 038 REMOVE ASPHALT CONCRETE SURFACING M3 8.0000 22,880.00 34.700 277.60 039 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 325.0000 9,100.00 -6.000 -1,950.00 13.000 4,225.00 040 REMOVE BASE AND SURFACING M3 6.0000 163,200.00 581.000 3,486.00 041 RECONSTRUCT METAL BEAM GUARD RAILING M 38.0000 11,020.00 0.000 0.00 (S) (WOOD POST) 042 RESET ROADSIDE SIGN EA 400.0000 33,200.00 0.000 0.00 043 ADJUST INLET EA 600.0000 21,600.00 3.000 1,800.00 044 ADJUST OVERSIDE DRAIN EA 1,000.0000 4,000.00 0.000 0.00 045 PIPELINER - 450 MM FOLD AND FORM M 1,000.0000 690,000.00 19.000 19,000.00 19.000 19,000.00 046 PIPELINER - 600 MM FOLD AND FORM M 1,020.0000 1009,800.00 30.000 30,600.00 30.000 30,600.00 047 PIPELINER - 750 MM FOLD AND FORM M 1,100.0000 187,000.00 0.000 0.00 048 300 MM PLASTIC PIPE-LINER M 150.0000 6,300.00 0.000 0.00 049 400 MM PLASTIC PIPE-LINER M 155.0000 23,250.00 21.000 3,255.00 21.000 3,255.00 PROGRAM CAS145 PAGE 3 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 525 MM PLASTIC PIPE-LINER M 180.0000 75,600.00 223.000 40,140.00 223.000 40,140.00 051 675 MM PLASTIC PIPE-LINER M 190.0000 11,400.00 0.000 0.00 052 825 MM PLASTIC PIPE-LINER M 210.0000 27,300.00 0.000 0.00 053 1125 MM PLASTIC PIPE-LINER M 300.0000 16,500.00 0.000 0.00 054 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,650.00 0.000 0.00 (S) (45 MM MAXIMUM) 055 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 8,520.00 4,257.500 25,545.00 (S) (135 MM MAXIMUM) 056 REMOVE CONCRETE M3 60.0000 2,340.00 6.000 360.00 6.000 360.00 057 REMOVE CONCRETE CURB M 9.0000 12,510.00 120.000 1,080.00 058 REMOVE CONCRETE BARRIER M 15.0000 163,500.00 4,403.000 66,045.00 059 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.0000 83,520.00 0.000 0.00 060 CAP INLET EA 400.0000 8,800.00 4.000 1,600.00 061 BRIDGE REMOVAL, LOCATION A LS 338,000.0000 338,000.00 0.030 10,140.00 062 BRIDGE REMOVAL, LOCATION B LS 338,000.0000 338,000.00 0.100 33,800.00 063 BRIDGE REMOVAL, LOCATION C LS 165,000.0000 165,000.00 0.120 19,800.00 064 BRIDGE REMOVAL, LOCATION D LS 106,000.0000 106,000.00 0.030 3,180.00 065 BRIDGE REMOVAL, LOCATION E LS 453,000.0000 453,000.00 0.250 113,250.00 066 BRIDGE REMOVAL, LOCATION F LS 178,000.0000 178,000.00 0.200 35,600.00 067 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 0.000 0.00 068 BRIDGE REMOVAL (PORTION), LOCATION B LS 2,000.0000 2,000.00 0.000 0.00 069 SALVAGE CRASH CUSHION EA 1,000.0000 2,000.00 1.000 1,000.00 070 CLEARING AND GRUBBING LS 31,500.0000 31,500.00 0.620 19,530.00 071 ROADWAY EXCAVATION M3 40.0000 3176,000.00 65,830.000 2,633,200.00 072 STRUCTURE EXCAVATION (BRIDGE) M3 325.0000 1355,250.00 567.500 184,437.50 (F) 073 STRUCTURE EXCAVATION (TYPE H) M3 350.0000 45,500.00 130.000 45,500.00 (F) 074 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 236,040.00 0.000 0.00 (F) 075 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 163,100.00 314.300 22,001.00 (F) 076 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 80,460.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PERVIOUS BACKFILL MATERIAL (RETAINING M3 48.0000 13,920.00 0.000 0.00 (F) WALL) 078 GEOSYNTHETIC REINFORCED MECHANICALLY M2 252.0000 4258,800.00 0.000 0.00 STABILIZED EARTH WALL 079 IMPORTED MATERIAL (SHOULDER BACKING) TONN 13.0000 327,600.00 568.450 7,389.85 080 DUFF M2 0.3500 19,180.00 6,824.000 2,388.40 (S) 081 STRAW (EROSION CONTROL) TONN 300.0000 8,400.00 0.000 0.00 (S) 082 FIBER (EROSION CONTROL) KG 0.8000 6,720.00 0.000 0.00 (S) 083 COMPOST (EROSION CONTROL) KG 0.7500 21,750.00 0.000 0.00 (S) 084 PURE LIVE SEED (EROSION CONTROL) KG 425.0000 70,125.00 0.000 0.00 (S) 085 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.7000 19,465.00 0.000 0.00 (S) 086 STABILIZING EMULSION (EROSION CONTROL) KG 1.4000 1,442.00 0.000 0.00 (S) 087 WILLOW BUNDLE EA 200.0000 71,000.00 0.000 0.00 (S) 088 75 MM TYPE 1 HOT DIPPED GALVANIZED M 28.0000 35,840.00 0.000 0.00 CONDUIT 089 CLASS 2 AGGREGATE BASE M3 9.0000 429,300.00 10,570.800 95,137.20 090 LEAN CONCRETE BASE M3 77.0000 947,100.00 8,210.640 632,219.28 091 SLURRY SEAL TONN 160.0000 124,800.00 1,640.700 262,512.00 092 REPLACE ASPHALT CONCRETE SURFACING M3 170.0000 39,100.00 0.000 0.00 093 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 65.0000 5674,500.00 34,021.010 2,211,365.65 MAXIMUM GRADING) 094 ASPHALT CONCRETE (TYPE A, 19-MM TONN 65.0000 4452,500.00 40,240.320 2,615,620.80 MAXIMUM GRADING) 095 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 36,720.00 0.000 0.00 AREA) 096 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 700.00 0.000 0.00 097 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 750.00 24.400 61.00 098 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 9,350.00 805.600 2,014.00 099 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 14,400.00 331.600 829.00 100 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 76,000.00 25.000 10,000.00 101.254 40,501.60 101 CONCRETE PAVEMENT M3 100.0000 13100,000.00 25,590.900 2,559,090.00 102 REPLACE CONCRETE PAVEMENT M3 125.0000 286,250.00 0.000 0.00 103 REPLACE CONCRETE PAVEMENT (ASPHALT M3 100.0000 580,000.00 1,839.800 183,980.00 CONCRETE) PROGRAM CAS145 PAGE 5 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INTERMEDIATE PAVEMENT ANCHOR EA 3,000.0000 42,000.00 2.000 6,000.00 105 SEAL PAVEMENT JOINT M 3.2500 815,750.00 37,000.200 120,250.65 106 CRACK EXISTING CONCRETE PAVEMENT M2 0.5000 52,500.00 89,780.500 44,890.25 107 FURNISH STEEL PILING (HP 250 X 62) M 50.0000 56,000.00 0.000 0.00 108 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 52,000.00 0.000 0.00 (S) 109 FURNISH STEEL PILING (HP 250 X 85) M 60.0000 353,640.00 1,520.400 91,224.00 110 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 355,000.00 99.000 99,000.00 (S) 111 FURNISH STEEL PILING (HP 360 X 132) M 85.0000 418,710.00 0.000 0.00 112 DRIVE STEEL PILE (HP 360 X 132) EA 1,400.0000 441,000.00 0.000 0.00 (S) 113 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 4,300.0000 821,300.00 61.200 263,160.00 (S) PILING 114 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 688,000.00 47.640 190,560.00 (S) PILING 115 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 4,600.0000 657,800.00 26.620 122,452.00 (S) PILING (ROCK SOCKET) 116 1.68 M PERMANENT STEEL CASING M 650.0000 124,150.00 61.200 39,780.00 (S) 117 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 13,000.0000 533,000.00 13.560 176,280.00 (S) PILING (ROCK SOCKET) 118 2.1 M PERMANENT STEEL CASING M 725.0000 124,700.00 52.460 38,033.50 (S) 119 ISOLATION CASING KG 6.0000 54,780.00 3,043.000 18,258.00 (SF) 120 FURNISH PILING (CLASS 625) (ALT "W") M 75.0000 80,700.00 0.000 0.00 121 DRIVE PILE (CLASS 625) (ALT "W") EA 1,550.0000 86,800.00 0.000 0.00 (S) 122 TIEBACK ANCHOR EA 850.0000 23,800.00 0.000 0.00 (S) 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 344,000.00 159.100 63,640.00 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 766.0000 6258,220.00 21.500 16,469.00 1,396.600 1,069,795.60 (F) 125 STRUCTURAL CONCRETE, RETAINING WALL M3 470.0000 554,600.00 0.000 0.00 (F) 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 460.0000 602,600.00 0.000 0.00 (F) (TYPE N) 127 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 418,000.00 128.900 122,455.00 (F) 128 PRECAST CONCRETE BOX CULVERT M 6,000.0000 786,000.00 63.000 378,000.00 (F) 129 DRYSTACK ROCK TEXTURE M2 80.0000 104,160.00 0.000 0.00 (F) 130 DRILL AND BOND DOWEL M 100.0000 7,100.00 9.000 900.00 PROGRAM CAS145 PAGE 6 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 2,025.00 27.000 2,025.00 132 CLEAN EXPANSION JOINT M 225.0000 24,750.00 0.000 0.00 (F) 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 448,000.00 4.000 64,000.00 (S) GIRDER (25 M - 30 M) 134 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,500.0000 259,000.00 4.000 74,000.00 (S) BULB-TEE GIRDER (20 M - 25 M) 135 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 1552,500.00 16.000 360,000.00 (S) BULB-TEE GIRDER (25 M - 30 M) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 560,000.00 4.000 112,000.00 (S) BULB-TEE GIRDER (30 M - 35 M) 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 351,000.00 4.000 108,000.00 (S) BULB-TEE GIRDER (35 M - 40 M) 138 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,000.0000 546,000.00 4.000 156,000.00 (S) BULB-TEE GIRDER (40 M - 45 M) 139 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 1106,000.00 34.000 238,000.00 (S) GIRDER 140 FURNISH POLYESTER CONCRETE OVERLAY M3 2,200.0000 1496,000.00 0.000 0.00 141 PLACE POLYESTER CONCRETE OVERLAY M2 19.0000 595,270.00 0.000 0.00 (F) 142 JOINT SEAL (MR 30 MM) M 85.0000 11,475.00 0.000 0.00 (S) 143 JOINT SEAL (MR 15 MM) M 110.0000 7,150.00 0.000 0.00 (S) 144 JOINT SEAL ASSEMBLY (MR 70 MM) M 300.0000 8,400.00 0.000 0.00 (S) 145 JOINT SEAL ASSEMBLY (MR 80 MM) M 300.0000 8,400.00 0.000 0.00 (S) 146 JOINT SEAL (MR 40 MM) M 80.0000 3,120.00 0.000 0.00 (S) 147 JOINT SEAL (MR 50 MM) M 120.0000 30,000.00 0.000 0.00 (S) 148 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 995,400.00 117.000 163.80 196,942.000 275,718.80 (SF) 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 BAR REINFORCING STEEL (EPOXY COATED) KG 1.6000 876,800.00 4,307.400 6,891.84 84,359.400 134,975.04 (SF)(BRIDGE) 151 BAR REINFORCING STEEL (EPOXY COATED) KG 1.3000 197,080.00 0.000 0.00 (SF)(RETAINING WALL) 152 SHOTCRETE M3 613.0000 70,495.00 0.000 0.00 (F) 153 SEAL CONCRETE SURFACE M2 8.0000 19,360.00 0.000 0.00 (F) 154 ASPHALT MEMBRANE WATERPROOFING M2 65.0000 4,290.00 0.000 0.00 (SF) 155 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 142,110.00 0.000 0.00 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) KG 1.3000 36,948.60 0.000 0.00 (SF) 157 760 MM CAST-IN-DRILLED-HOLE M 1,800.0000 63,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 920 MM CAST-IN-DRILLED-HOLE M 1,900.0000 7,600.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 159 1220 MM CAST-IN-DRILLED-HOLE M 2,200.0000 14,300.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 160 ROADSIDE SIGN - ONE POST EA 350.0000 9,450.00 0.000 0.00 161 ROADSIDE SIGN (BARRIER MOUNTED) EA 675.0000 1,350.00 0.000 0.00 162 ROADSIDE SIGN - TWO POST EA 450.0000 4,500.00 0.000 0.00 163 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 5,800.00 0.000 0.00 METHOD) 164 PREPARE AND STAIN CONCRETE M2 9.8000 10,505.60 0.000 0.00 (S) 165 200 MM ALTERNATIVE PIPE CULVERT M 160.0000 2,560.00 0.000 0.00 166 450 MM ALTERNATIVE PIPE CULVERT M 325.0000 263,250.00 284.900 92,592.50 167 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 237,600.00 656.000 216,480.00 168 450 MM REINFORCED CONCRETE PIPE M 375.0000 24,375.00 0.000 0.00 169 600 MM REINFORCED CONCRETE PIPE M 330.0000 372,900.00 795.000 262,350.00 170 900 MM REINFORCED CONCRETE PIPE M 700.0000 84,000.00 109.400 76,580.00 171 450 MM CORRUGATED STEEL PIPE M 235.0000 893.00 0.000 0.00 (2.01 MM THICK) 172 750 MM CORRUGATED STEEL PIPE M 215.0000 1,075.00 0.000 0.00 (2.77 MM THICK) 173 PERMEABLE MATERIAL (UNDERDRAIN) M3 675.0000 3,375.00 0.000 0.00 174 200 MM PERFORATED PLASTIC M 45.0000 51,750.00 367.000 16,515.00 PIPE UNDERDRAIN 175 100 MM PLASTIC PIPE (EDGE DRAIN) M 115.0000 2,530.00 0.000 0.00 176 450 MM ENTRANCE TAPER EA 250.0000 3,000.00 0.000 0.00 177 450 MM DOWNDRAIN SLIP JOINT EA 210.0000 2,730.00 0.000 0.00 178 450 MM ANCHOR ASSEMBLY EA 225.0000 6,975.00 0.000 0.00 179 CABLE ANCHORAGE SYSTEM M 20.0000 720.00 0.000 0.00 180 450 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 89,600.00 0.000 0.00 181 600 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 4,140.00 0.000 0.00 182 CORRUGATED STEEL PIPE REDUCER ASSEMBLY EA 375.0000 1,500.00 0.000 0.00 183 GRATED LINE DRAIN M 235.0000 18,330.00 0.000 0.00 184 450 MM CORRUGATED STEEL PIPE RISER M 175.0000 3,675.00 3.700 647.50 (2.01 MM THICK) PROGRAM CAS145 PAGE 8 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 245.0000 39,200.00 0.000 0.00 186 450 MM CONCRETE FLARED END SECTION EA 425.0000 850.00 0.000 0.00 187 600 MM CONCRETE FLARED END SECTION EA 460.0000 460.00 0.000 0.00 188 900 MM CONCRETE FLARED END SECTION EA 650.0000 2,600.00 4.000 2,600.00 189 450 MM ALTERNATIVE FLARED END SECTION EA 50.0000 300.00 0.000 0.00 190 600 MM ALTERNATIVE FLARED END SECTION EA 70.0000 1,540.00 6.000 420.00 191 750 MM ALTERNATIVE FLARED END SECTION EA 145.0000 145.00 0.000 0.00 192 900 MM ALTERNATIVE FLARED END SECTION EA 245.0000 490.00 0.000 0.00 193 1200 MM ALTERNATIVE FLARED END SECTION EA 545.0000 545.00 0.000 0.00 194 ROCK SLOPE PROTECTION (1T, METHOD A) M3 38.0000 70,680.00 0.000 0.00 195 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 40.0000 32,400.00 0.000 0.00 196 ROCK SLOPE PROTECTION M3 38.0000 46,360.00 231.600 8,800.80 (FACING, METHOD B) 197 ROCK SLOPE PROTECTION M3 38.0000 96,140.00 18.100 687.80 (BACKING NO. 1, METHOD B) 198 ROCK SLOPE PROTECTION (BACKING NO. 1, M3 38.0000 67,260.00 310.000 11,780.00 METHOD A) 199 ROCK SLOPE PROTECTION (1T, METHOD B) M3 38.0000 72,580.00 0.000 0.00 200 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 38.0000 30,780.00 0.000 0.00 201 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 38.0000 133,000.00 0.000 0.00 202 ROCK SLOPE PROTECTION (1/4T, METHOD A) M3 38.0000 122,360.00 0.000 0.00 203 CONCRETE (DITCH LINING) M3 290.0000 142,100.00 0.000 0.00 204 CONCRETED-ROCK SLOPE PROTECTION M3 95.0000 89,300.00 601.400 57,133.00 (BACKING NO. 3, METHOD B) 205 CONCRETED-ROCK SLOPE PROTECTION M3 130.0000 117,000.00 0.000 0.00 (1/4T, METHOD A) 206 GABION M3 112.0000 209,440.00 1,614.600 180,835.20 207 ROCK SLOPE PROTECTION FABRIC M2 0.7500 9,825.00 490.000 367.50 208 MISCELLANEOUS IRON AND STEEL KG 4.0000 143,600.00 6,869.000 27,476.00 (SF) 209 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 59,415.00 2,677.000 13,385.00 (SF) 210 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 1,400.00 0.000 0.00 211 DELINEATOR (CLASS 2) EA 30.0000 17,100.00 762.000 22,860.00 PROGRAM CAS145 PAGE 9 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MARKER (CULVERT) EA 45.0000 7,650.00 0.000 0.00 213 MARKER (CONCRETE PAVEMENT ANCHOR) EA 50.0000 1,300.00 0.000 0.00 214 HIGHWAY POST MARKER EA 45.0000 1,080.00 0.000 0.00 215 SNOW POLE MARKER EA 85.0000 765.00 0.000 0.00 216 GUARD RAILING DELINEATOR EA 40.0000 240.00 0.000 0.00 217 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 10.0000 11,000.00 0.000 0.00 218 OBJECT MARKER (TYPE L-1) EA 45.0000 1,575.00 0.000 0.00 219 METAL BEAM GUARD RAILING M 47.0000 172,490.00 0.000 0.00 (S) 220 METAL BEAM GUARD RAILING (2.1 M POST) M 60.0000 184,800.00 333.500 20,010.00 (S) 221 CONCRETE BARRIER (TYPE 25) M 700.0000 2,800.00 0.000 0.00 (F) 222 CONCRETE BARRIER (TYPE 732B) M 190.0000 551,000.00 305.500 58,045.00 223 CONCRETE BARRIER (TYPE SHOULDER M 550.0000 236,500.00 0.000 0.00 BARRIER RAILING) 224 CABLE RAILING M 50.0000 9,750.00 0.000 0.00 (SF) 225 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 3,000.00 0.000 0.00 (S) 226 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 12,000.00 2.000 1,200.00 (S) 227 TERMINAL SECTION (TYPE B) EA 250.0000 7,000.00 0.000 0.00 (S) 228 END SECTION EA 200.0000 3,600.00 0.000 0.00 (S) 229 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 7,500.00 0.000 0.00 (S) 230 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 58,000.00 2.000 4,000.00 (S) 231 RETURN SECTION EA 150.0000 150.00 0.000 0.00 (S) 232 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 120,000.00 0.000 0.00 (S) 233 CONCRETE BARRIER (TYPE 60S) M 80.0000 1168,000.00 0.000 0.00 234 CONCRETE BARRIER (TYPE 60SC) M 230.0000 174,800.00 0.000 0.00 235 CONCRETE BARRIER (TYPE 60SE) M 390.0000 19,500.00 0.000 0.00 236 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 140.0000 75,740.00 0.000 0.00 (F) 237 CONCRETE BARRIER (TYPE 732A) M 186.0000 62,124.00 0.000 0.00 (F) 238 CONCRETE BARRIER (TYPE 732 MODIFIED) M 156.0000 150,540.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 10 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.6000 45,720.00 0.000 0.00 (S) 240 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,600.00 0.000 0.00 (S) (RECESSED, BROKEN 5.18 M - 2.14 M) 241 100 MM THERMOPLASTIC TRAFFIC STRIPE M 11.0000 447,700.00 0.000 0.00 (S) (RECESSED, BROKEN 10.98 M - 3.66 M) 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.0000 2,520.00 0.000 0.00 (S) (RECESSED, BROKEN 3.66 M - 0.92 M) 243 200 MM THERMOPLASTIC TRAFFIC STRIPE M 18.0000 38,520.00 0.000 0.00 (S) (RECESSED) 244 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,360.00 0.000 0.00 (S) 245 CHAIN ON LIGHTING LS 192,000.0000 192,000.00 0.000 0.00 (S) 246 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.643 208,975.00 (S) 247 HIGHWAY ADVISORY RADIO SYSTEM LS 65,000.0000 65,000.00 0.000 0.00 (S) 248 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 (S) 249 WEIGH STATION BYPASS SYSTEM LS 135,000.0000 135,000.00 0.000 0.00 (S) 250 ROADSIDE WEATHER INFORMATION SYSTEM LS 75,000.0000 75,000.00 0.000 0.00 (S) 251 FIBER OPTIC SYSTEM LS 1400,000.0000 1400,000.00 0.448 627,200.00 (S) 252 TYPE 9 PULL BOX EA 600.0000 76,800.00 0.000 0.00 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 254 TRAFFIC PLASTIC DRUM LS 110,000.0000 110,000.00 0.430 47,300.00 PROGRAM CAS145 PAGE 11 DATE 04/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 12:40 PM ESTIMATE NO. 17 BID OPENING 11/14/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/19/02 R.E. NAME: HANCOCK, JOHN DATE OF THIS ESTIMATE 04/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 124,929.64 20,730,204.08 ADJUSTMENT OF COMPENSATION 0.00 -49,840.18 EXTRA WORK 43,978.03 391,673.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 168,907.67 21,072,037.29 255 MOBILIZATION LS 7500,000.0000 7500,000.00 0.950 7,125,000.00 ORIGINAL CONTRACT AMOUNT 86,396,096.20 TOTAL WORK COMPLETED 168,907.67 28,197,037.29 MATERIALS ON HAND ON SITE 1,242,187.98 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -37,333.00 TOTAL 168,907.67 29,401,892.27 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 01/17/01 400 04/02/01 04/02/01 11/22/02 172 90 0 0 32% 43% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/20/01. HANCOCK, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/02