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 08/05/05 EST. NO.75 TIME 02:09 PM R.E. NAME: FLAHERY, KEITH 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 --------------------------------------------------------------------------- 172 0002 5,820.85 A.C. @ F.A.(+) 090203 Y 002 0 231 0002 1,500.00 A.C. @ U.P.(+) 052603 N 0002 0 271 0002 624.02 A.C. @ U.P.(+) 062503 N 0002 0 279 0002 94,645.17 A.C. @ U.P.(+) 091404 N 0002 0 292 0001 5,740.00 E.W. @ L.S.(+) 050303 N 0001 0 108,330.04 TOTAL THIS ESTIMATE 18,049,049.77 TOTAL PREVIOUS ESTIMATE 18,157,379.81 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 08/05/05 EST. NO.75 TIME 02:09 PM R.E. NAME: FLAHERY, KEITH 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 LANE CLOSURE DELAY -1,700.00 23 LATE LANE PICK UP -47,600.00 30 SWPPP FINES -32,130.00 44 COZEEP ESCORTS -6,548.07 45 COZEEP ESCORTS -8,993.23 47 COZEEP ESCORTS -8,449.24 48 SWPPP NON-COMPLIANCE -10,000.00 57 OIL PRICE INDEX FLUX -200,000.00 64 OUT OF STATE INSPECT -5,000.00 66 WEIGH PAD DEDUCTION -21,290.00 68 OIL PRICE FLUX CRED 200,000.00 70 RET PART SWPPP FINES 30,000.00 71 0.00 -149,043.54 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402(F) -10,000.00 66 REC'D CEM2402(F) 10,000.00 69 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 49 MISSING PAYROLLS -10,000.00 52 MISSING PAYROLLS -10,000.00 53 LETTER DATED 05/04 -10,000.00 59 RET 11/03,1/04,2/04 30,000.00 59 PER LTR DATED 06/04 -10,000.00 60 PER LTR DATED 07/04 -10,000.00 62 PER LTR DATED 08/04 -10,000.00 64 RET PART DEDUCTION 14,000.00 71 REC'D PAYROLLS 26,000.00 73 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING FHWA 47 -10,000.00 66 REC'D FHWA 47 10,000.00 69 0.00 0.00 TOTAL DEDUCTIONS 0.00 -149,043.54 PROGRAM CAS145 PAGE 1 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 LOCATION SEMI-FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (ENVIRONMENTALLY M 6.2000 12,772.00 1,829.000 11,339.80 SENSITIVE AREAS) 02 SWALLOW NESTING PREVENTION LS 18,000.0000 18,000.00 1.000 18,000.00 03 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.750 11,250.00 04 TIME-RELATED OVERHEAD WDAY 7,500.0000 3,000,000.00 437.000 3,277,500.00 05 900 MM TEMPORARY CULVERT M 150.0000 24,000.00 147.000 22,050.00 06 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 09 TEMPORARY SILT FENCE M 6.2000 3,596.00 572.000 3,546.40 10 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 1.000 40,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 1.000 600,000.00 S) 12 TRAFFIC CONTROL SURVEILLANCE LS 200,000.0000 200,000.00 1.000 200,000.00 13 TYPE III BARRICADE EA 50.0000 3,700.00 49.000 2,450.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 1,190.00 166.140 1,162.98 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 623,000.00 60,206.100 210,721.35 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 40.0000 9,200.00 81.900 3,276.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 123,000.00 627,496.680 188,249.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 1.000 60,000.00 S) 19 PORTABLE RADAR TRAILER EA 8,000.0000 16,000.00 1.421 11,368.00 2.000 16,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 10.0000 908,000.00 -1,843.000 -18,430.00 125,818.910 1,258,189.10 21 TEMPORARY CRASH CUSHION MODULE EA 250.0000 45,000.00 252.000 63,000.00 S) 22 ABANDON CULVERT M 40.0000 17,200.00 413.500 16,540.00 PROGRAM CAS145 PAGE 2 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING M2 4.0000 1,640.00 402.100 1,608.40 24 REMOVE ENTRANCE TAPER EA 50.0000 250.00 6.000 300.00 25 REMOVE METAL BEAM GUARD RAILING M 7.0000 74,900.00 10,364.700 72,552.90 26 REMOVE FLARED END SECTION EA 25.0000 425.00 16.000 400.00 27 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 32,110.00 58,022.510 75,429.26 S) 28 REMOVE ROADSIDE SIGN EA 100.0000 7,800.00 78.000 7,800.00 29 REMOVE ASPHALT CONCRETE DIKE M 1.2500 13,250.00 10,599.400 13,249.25 30 REMOVE CULVERT M 14.0000 18,620.00 779.100 10,907.40 31 REMOVE SLOTTED PIPE M 70.0000 3,080.00 29.100 2,037.00 32 REMOVE INLET EA 350.0000 18,550.00 62.000 21,700.00 33 REMOVE DRAINAGE INLET (TEMPORARY EA 175.0000 16,800.00 22.000 3,850.00 TRAFFIC COVER) 34 REMOVE DOWNDRAIN M 30.0000 11,400.00 409.300 12,279.00 35 REMOVE RETAINING WALL (PORTION), LS 2,500.0000 2,500.00 1.000 2,500.00 LOCATION A 36 REMOVE RETAINING WALL (PORTION), LS 2,000.0000 2,000.00 1.000 2,000.00 LOCATION B 37 REMOVE CONCRETE PAVEMENT M2 10.0000 10,200.00 1,491.600 14,916.00 38 REMOVE ASPHALT CONCRETE SURFACING M3 8.0000 22,880.00 3,699.520 29,596.16 39 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 325.0000 9,100.00 29.000 9,425.00 40 REMOVE BASE AND SURFACING M3 6.0000 163,200.00 10,102.390 60,614.34 41 RECONSTRUCT METAL BEAM GUARD RAILING M 38.0000 11,020.00 257.500 9,785.00 S) (WOOD POST) 42 RESET ROADSIDE SIGN EA 400.0000 33,200.00 66.000 26,400.00 43 ADJUST INLET EA 600.0000 21,600.00 25.000 15,000.00 44 ADJUST OVERSIDE DRAIN EA 1,000.0000 4,000.00 3.000 3,000.00 45 PIPELINER - 450 MM FOLD AND FORM M 1,000.0000 690,000.00 11.000 11,000.00 752.000 752,000.00 46 PIPELINER - 600 MM FOLD AND FORM M 1,020.0000 1,009,800.00 887.080 904,821.60 47 PIPELINER - 750 MM FOLD AND FORM M 1,100.0000 187,000.00 1.000 1,100.00 192.100 211,310.00 48 300 MM PLASTIC PIPE-LINER M 150.0000 6,300.00 0.000 0.00 49 400 MM PLASTIC PIPE-LINER M 155.0000 23,250.00 74.000 11,470.00 PROGRAM CAS145 PAGE 3 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 525 MM PLASTIC PIPE-LINER M 180.0000 75,600.00 4.000 720.00 477.000 85,860.00 51 675 MM PLASTIC PIPE-LINER M 190.0000 11,400.00 50.000 9,500.00 52 825 MM PLASTIC PIPE-LINER M 210.0000 27,300.00 89.500 18,795.00 53 1125 MM PLASTIC PIPE-LINER M 300.0000 16,500.00 55.000 16,500.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,650.00 200.000 1,000.00 S) (45 MM MAXIMUM) 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 8,520.00 4,257.500 25,545.00 S) (135 MM MAXIMUM) 56 REMOVE CONCRETE M3 60.0000 2,340.00 44.100 2,646.00 57 REMOVE CONCRETE CURB M 9.0000 12,510.00 666.300 5,996.70 58 REMOVE CONCRETE BARRIER M 15.0000 163,500.00 11,360.000 170,400.00 59 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.0000 83,520.00 13,920.000 83,520.00 60 CAP INLET EA 400.0000 8,800.00 32.000 12,800.00 61 BRIDGE REMOVAL, LOCATION A LS 338,000.0000 338,000.00 1.000 338,000.00 62 BRIDGE REMOVAL, LOCATION B LS 338,000.0000 338,000.00 1.000 338,000.00 63 BRIDGE REMOVAL, LOCATION C LS 165,000.0000 165,000.00 1.000 165,000.00 64 BRIDGE REMOVAL, LOCATION D LS 106,000.0000 106,000.00 1.000 106,000.00 65 BRIDGE REMOVAL, LOCATION E LS 453,000.0000 453,000.00 1.000 453,000.00 66 BRIDGE REMOVAL, LOCATION F LS 178,000.0000 178,000.00 1.000 178,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION A LS 6,000.0000 6,000.00 1.000 6,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION B LS 2,000.0000 2,000.00 1.000 2,000.00 69 SALVAGE CRASH CUSHION EA 1,000.0000 2,000.00 3.000 3,000.00 70 CLEARING AND GRUBBING LS 31,500.0000 31,500.00 1.000 31,500.00 71 ROADWAY EXCAVATION M3 40.0000 3,176,000.00 85,990.660 3,439,626.40 72 STRUCTURE EXCAVATION (BRIDGE) M3 325.0000 1,355,250.00 4,170.000 1,355,250.00 F) 73 STRUCTURE EXCAVATION (TYPE H) M3 350.0000 45,500.00 130.000 45,500.00 F) 74 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 236,040.00 64.000 3,840.00 F) 75 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 163,100.00 2,330.000 163,100.00 F) 76 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 80,460.00 12.000 360.00 F) PROGRAM CAS145 PAGE 4 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PERVIOUS BACKFILL MATERIAL (RETAINING M3 48.0000 13,920.00 0.000 0.00 F) WALL) 78 GEOSYNTHETIC REINFORCED MECHANICALLY M2 252.0000 4,258,800.00 0.000 0.00 STABILIZED EARTH WALL 79 IMPORTED MATERIAL (SHOULDER BACKING) TONN 13.0000 327,600.00 25,200.000 327,600.00 80 DUFF M2 0.3500 19,180.00 41,100.500 14,385.18 S) 81 STRAW (EROSION CONTROL) TONN 300.0000 8,400.00 38.830 11,649.00 S) 82 FIBER (EROSION CONTROL) KG 0.8000 6,720.00 12,952.200 10,361.76 S) 83 COMPOST (EROSION CONTROL) KG 0.7500 21,750.00 44,743.900 33,557.93 S) 84 PURE LIVE SEED (EROSION CONTROL) KG 425.0000 70,125.00 253.130 107,580.25 S) 85 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.7000 19,465.00 17,662.100 30,025.57 S) 86 STABILIZING EMULSION (EROSION CONTROL) KG 1.4000 1,442.00 1,589.590 2,225.43 S) 87 WILLOW BUNDLE EA 200.0000 71,000.00 168.000 33,600.00 S) 88 75 MM TYPE 1 HOT DIPPED GALVANIZED M 28.0000 35,840.00 1,265.500 35,434.00 CONDUIT 89 CLASS 2 AGGREGATE BASE M3 9.0000 429,300.00 24,124.100 217,116.90 90 LEAN CONCRETE BASE M3 77.0000 947,100.00 13,117.880 1,010,076.76 91 SLURRY SEAL TONN 160.0000 124,800.00 1,640.700 262,512.00 92 REPLACE ASPHALT CONCRETE SURFACING M3 170.0000 39,100.00 200.000 34,000.00 93 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 65.0000 5,674,500.00 86,797.330 5,641,826.45 MAXIMUM GRADING) 94 ASPHALT CONCRETE (TYPE A, 19-MM TONN 65.0000 4,452,500.00 159,496.680 10,367,284.20 MAXIMUM GRADING) 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 36,720.00 2,750.100 49,501.80 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 700.00 267.500 668.75 97 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 750.00 543.180 1,357.95 98 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 9,350.00 4,063.260 10,158.15 99 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 14,400.00 7,375.090 18,437.73 00 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 76,000.00 235.029 94,011.60 01 CONCRETE PAVEMENT M3 100.0000 13,100,000.00 134,178.530 13,417,853.00 02 REPLACE CONCRETE PAVEMENT M3 125.0000 286,250.00 2,526.690 315,836.25 03 REPLACE CONCRETE PAVEMENT (ASPHALT M3 100.0000 580,000.00 1,839.800 183,980.00 CONCRETE) PROGRAM CAS145 PAGE 5 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INTERMEDIATE PAVEMENT ANCHOR EA 3,000.0000 42,000.00 14.000 42,000.00 05 SEAL PAVEMENT JOINT M 3.2500 815,750.00 169,182.260 549,842.35 06 CRACK EXISTING CONCRETE PAVEMENT M2 0.5000 52,500.00 89,780.500 44,890.25 07 FURNISH STEEL PILING (HP 250 X 62) M 50.0000 56,000.00 933.406 46,670.30 08 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 52,000.00 65.000 52,000.00 S) 09 FURNISH STEEL PILING (HP 250 X 85) M 60.0000 353,640.00 5,238.310 314,298.60 10 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 355,000.00 355.000 355,000.00 S) 11 FURNISH STEEL PILING (HP 360 X 132) M 85.0000 418,710.00 0.000 0.00 12 DRIVE STEEL PILE (HP 360 X 132) EA 1,400.0000 441,000.00 0.000 0.00 S) 13 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 4,300.0000 821,300.00 191.000 821,300.00 S) PILING 14 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 688,000.00 150.340 601,360.00 S) PILING 15 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 4,600.0000 657,800.00 145.720 670,312.00 S) PILING (ROCK SOCKET) 16 1.68 M PERMANENT STEEL CASING M 650.0000 124,150.00 191.000 124,150.00 S) 17 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 13,000.0000 533,000.00 39.820 517,660.00 S) PILING (ROCK SOCKET) 18 2.1 M PERMANENT STEEL CASING M 725.0000 124,700.00 150.340 108,996.50 S) 19 ISOLATION CASING KG 6.0000 54,780.00 9,130.000 54,780.00 SF) 20 FURNISH PILING (CLASS 625) (ALT "W") M 75.0000 80,700.00 1,066.051 79,953.83 21 DRIVE PILE (CLASS 625) (ALT "W") EA 1,550.0000 86,800.00 56.000 86,800.00 S) 22 TIEBACK ANCHOR EA 850.0000 23,800.00 28.000 23,800.00 S) 23 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 344,000.00 860.000 344,000.00 F) 24 STRUCTURAL CONCRETE, BRIDGE M3 766.0000 6,258,220.00 8,170.000 6,258,220.00 F) 25 STRUCTURAL CONCRETE, RETAINING WALL M3 470.0000 554,600.00 0.000 0.00 F) 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 460.0000 602,600.00 1,486.000 683,560.00 F) (TYPE N) 27 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 418,000.00 634.510 602,784.50 F) 28 PRECAST CONCRETE BOX CULVERT M 6,000.0000 786,000.00 131.000 786,000.00 F) 29 DRYSTACK ROCK TEXTURE M2 80.0000 104,160.00 1,301.000 104,080.00 F) 30 DRILL AND BOND DOWEL M 100.0000 7,100.00 61.000 6,100.00 PROGRAM CAS145 PAGE 6 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 2,025.00 27.000 2,025.00 32 CLEAN EXPANSION JOINT M 225.0000 24,750.00 110.000 24,750.00 F) 33 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 448,000.00 28.000 448,000.00 S) GIRDER (25 M - 30 M) 34 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,500.0000 259,000.00 14.000 259,000.00 S) BULB-TEE GIRDER (20 M - 25 M) 35 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 1,552,500.00 69.000 1,552,500.00 S) BULB-TEE GIRDER (25 M - 30 M) 36 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 560,000.00 20.000 560,000.00 S) BULB-TEE GIRDER (30 M - 35 M) 37 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 351,000.00 13.000 351,000.00 S) BULB-TEE GIRDER (35 M - 40 M) 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,000.0000 546,000.00 14.000 546,000.00 S) BULB-TEE GIRDER (40 M - 45 M) 39 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 1,106,000.00 158.000 1,106,000.00 S) GIRDER 40 FURNISH POLYESTER CONCRETE OVERLAY M3 2,200.0000 1,496,000.00 697.000 1,533,400.00 41 PLACE POLYESTER CONCRETE OVERLAY M2 19.0000 595,270.00 32,178.000 611,382.00 F) 42 JOINT SEAL (MR 30 MM) M 85.0000 11,475.00 68.640 5,834.40 S) 43 JOINT SEAL (MR 15 MM) M 110.0000 7,150.00 62.640 6,890.40 S) 44 JOINT SEAL ASSEMBLY (MR 70 MM) M 300.0000 8,400.00 28.000 8,400.00 S) 45 JOINT SEAL ASSEMBLY (MR 80 MM) M 300.0000 8,400.00 28.040 8,412.00 S) 46 JOINT SEAL (MR 40 MM) M 80.0000 3,120.00 40.700 3,256.00 S) 47 JOINT SEAL (MR 50 MM) M 120.0000 30,000.00 311.190 37,342.80 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 995,400.00 707,987.000 991,181.80 SF) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 50 BAR REINFORCING STEEL (EPOXY COATED) KG 1.6000 876,800.00 556,286.000 890,057.60 SF)(BRIDGE) 51 BAR REINFORCING STEEL (EPOXY COATED) KG 1.3000 197,080.00 4,000.000 5,200.00 SF)(RETAINING WALL) 52 SHOTCRETE M3 613.0000 70,495.00 115.000 70,495.00 F) 53 SEAL CONCRETE SURFACE M2 8.0000 19,360.00 2,420.000 19,360.00 F) 54 ASPHALT MEMBRANE WATERPROOFING M2 65.0000 4,290.00 66.000 4,290.00 SF) 55 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 142,110.00 31,874.000 159,370.00 F) 56 INSTALL SIGN STRUCTURE (TRUSS) KG 1.3000 36,948.60 31,874.000 41,436.20 SF) 57 760 MM CAST-IN-DRILLED-HOLE M 1,800.0000 63,000.00 23.600 42,480.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 920 MM CAST-IN-DRILLED-HOLE M 1,900.0000 7,600.00 18.500 35,150.00 S) CONCRETE PILE (SIGN FOUNDATION) 59 1220 MM CAST-IN-DRILLED-HOLE M 2,200.0000 14,300.00 7.000 15,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 ROADSIDE SIGN - ONE POST EA 350.0000 9,450.00 17.000 5,950.00 61 ROADSIDE SIGN (BARRIER MOUNTED) EA 675.0000 1,350.00 2.000 1,350.00 62 ROADSIDE SIGN - TWO POST EA 450.0000 4,500.00 11.000 4,950.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 5,800.00 51.000 10,200.00 METHOD) 64 PREPARE AND STAIN CONCRETE M2 9.8000 10,505.60 1,374.510 13,470.20 S) 65 200 MM ALTERNATIVE PIPE CULVERT M 160.0000 2,560.00 12.200 1,952.00 66 450 MM ALTERNATIVE PIPE CULVERT M 325.0000 263,250.00 977.900 317,817.50 67 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 237,600.00 1,816.080 599,306.40 68 450 MM REINFORCED CONCRETE PIPE M 375.0000 24,375.00 64.000 24,000.00 69 600 MM REINFORCED CONCRETE PIPE M 330.0000 372,900.00 1,101.000 363,330.00 70 900 MM REINFORCED CONCRETE PIPE M 700.0000 84,000.00 109.400 76,580.00 71 450 MM CORRUGATED STEEL PIPE M 235.0000 893.00 0.000 0.00 (2.01 MM THICK) 72 750 MM CORRUGATED STEEL PIPE M 215.0000 1,075.00 9.000 1,935.00 (2.77 MM THICK) 73 PERMEABLE MATERIAL (UNDERDRAIN) M3 675.0000 3,375.00 5.000 3,375.00 74 200 MM PERFORATED PLASTIC M 45.0000 51,750.00 1,074.000 48,330.00 PIPE UNDERDRAIN 75 100 MM PLASTIC PIPE (EDGE DRAIN) M 115.0000 2,530.00 0.000 0.00 76 450 MM ENTRANCE TAPER EA 250.0000 3,000.00 10.000 2,500.00 77 450 MM DOWNDRAIN SLIP JOINT EA 210.0000 2,730.00 15.000 3,150.00 78 450 MM ANCHOR ASSEMBLY EA 225.0000 6,975.00 40.000 9,000.00 79 CABLE ANCHORAGE SYSTEM M 20.0000 720.00 201.700 4,034.00 80 450 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 89,600.00 637.820 102,051.20 81 600 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 4,140.00 24.400 4,392.00 82 CORRUGATED STEEL PIPE REDUCER ASSEMBLY EA 375.0000 1,500.00 3.000 1,125.00 83 GRATED LINE DRAIN M 235.0000 18,330.00 0.000 0.00 84 450 MM CORRUGATED STEEL PIPE RISER M 175.0000 3,675.00 6.000 1,050.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 8 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 245.0000 39,200.00 217.000 53,165.00 86 450 MM CONCRETE FLARED END SECTION EA 425.0000 850.00 2.000 850.00 87 600 MM CONCRETE FLARED END SECTION EA 460.0000 460.00 1.000 460.00 88 900 MM CONCRETE FLARED END SECTION EA 650.0000 2,600.00 4.000 2,600.00 89 450 MM ALTERNATIVE FLARED END SECTION EA 50.0000 300.00 18.000 900.00 90 600 MM ALTERNATIVE FLARED END SECTION EA 70.0000 1,540.00 27.000 1,890.00 91 750 MM ALTERNATIVE FLARED END SECTION EA 145.0000 145.00 2.000 290.00 92 900 MM ALTERNATIVE FLARED END SECTION EA 245.0000 490.00 1.000 245.00 93 1200 MM ALTERNATIVE FLARED END SECTION EA 545.0000 545.00 1.000 545.00 94 ROCK SLOPE PROTECTION (1T, METHOD A) M3 38.0000 70,680.00 0.000 0.00 95 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 40.0000 32,400.00 0.000 0.00 96 ROCK SLOPE PROTECTION M3 38.0000 46,360.00 16.400 623.20 2,024.860 76,944.68 (FACING, METHOD B) 97 ROCK SLOPE PROTECTION M3 38.0000 96,140.00 1,214.590 46,154.42 (BACKING NO. 1, METHOD B) 98 ROCK SLOPE PROTECTION (BACKING NO. 1, M3 38.0000 67,260.00 601.000 22,838.00 METHOD A) 99 ROCK SLOPE PROTECTION (1T, METHOD B) M3 38.0000 72,580.00 1,465.000 55,670.00 00 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 38.0000 30,780.00 0.000 0.00 01 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 38.0000 133,000.00 4,490.000 170,620.00 02 ROCK SLOPE PROTECTION (1/4T, METHOD A) M3 38.0000 122,360.00 0.000 0.00 03 CONCRETE (DITCH LINING) M3 290.0000 142,100.00 490.000 142,100.00 04 CONCRETED-ROCK SLOPE PROTECTION M3 95.0000 89,300.00 926.670 88,033.65 (BACKING NO. 3, METHOD B) 05 CONCRETED-ROCK SLOPE PROTECTION M3 130.0000 117,000.00 529.900 68,887.00 (1/4T, METHOD A) 06 GABION M3 112.0000 209,440.00 2,166.510 242,649.12 07 ROCK SLOPE PROTECTION FABRIC M2 0.7500 9,825.00 32.000 24.00 7,286.750 5,465.06 08 MISCELLANEOUS IRON AND STEEL KG 4.0000 143,600.00 46,662.070 186,648.28 SF) 09 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 59,415.00 11,883.000 59,415.00 SF) 10 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 1,400.00 28.000 1,400.00 11 DELINEATOR (CLASS 2) EA 30.0000 17,100.00 1,461.000 43,830.00 PROGRAM CAS145 PAGE 9 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MARKER (CULVERT) EA 45.0000 7,650.00 310.000 13,950.00 13 MARKER (CONCRETE PAVEMENT ANCHOR) EA 50.0000 1,300.00 26.000 1,300.00 14 HIGHWAY POST MARKER EA 45.0000 1,080.00 34.000 1,530.00 15 SNOW POLE MARKER EA 85.0000 765.00 6.000 510.00 16 GUARD RAILING DELINEATOR EA 40.0000 240.00 6.000 240.00 17 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 10.0000 11,000.00 1,270.000 12,700.00 18 OBJECT MARKER (TYPE L-1) EA 45.0000 1,575.00 88.000 3,960.00 19 METAL BEAM GUARD RAILING M 47.0000 172,490.00 4,609.800 216,660.60 S) 20 METAL BEAM GUARD RAILING (2.1 M POST) M 60.0000 184,800.00 2,251.430 135,085.80 S) 21 CONCRETE BARRIER (TYPE 25) M 700.0000 2,800.00 4.000 2,800.00 F) 22 CONCRETE BARRIER (TYPE 732B) M 190.0000 551,000.00 2,742.300 521,037.00 23 CONCRETE BARRIER (TYPE SHOULDER M 550.0000 236,500.00 430.000 236,500.00 BARRIER RAILING) 24 CABLE RAILING M 50.0000 9,750.00 195.000 9,750.00 SF) 25 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 3,000.00 2.000 2,000.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 12,000.00 21.000 12,600.00 S) 27 TERMINAL SECTION (TYPE B) EA 250.0000 7,000.00 22.000 5,500.00 S) 28 END SECTION EA 200.0000 3,600.00 9.000 1,800.00 S) 29 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 7,500.00 7.000 17,500.00 S) 30 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 58,000.00 29.000 58,000.00 S) 31 RETURN SECTION EA 150.0000 150.00 1.000 150.00 S) 32 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 120,000.00 2.000 80,000.00 S) 33 CONCRETE BARRIER (TYPE 60S) M 80.0000 1,168,000.00 14,176.000 1,134,080.00 34 CONCRETE BARRIER (TYPE 60SC) M 230.0000 174,800.00 1,512.000 347,760.00 35 CONCRETE BARRIER (TYPE 60SE) M 390.0000 19,500.00 50.000 19,500.00 36 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 140.0000 75,740.00 541.000 75,740.00 F) 37 CONCRETE BARRIER (TYPE 732A) M 186.0000 62,124.00 334.000 62,124.00 F) 38 CONCRETE BARRIER (TYPE 732 MODIFIED) M 156.0000 150,540.00 965.000 150,540.00 F) PROGRAM CAS145 PAGE 10 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.6000 45,720.00 86,654.000 51,992.40 S) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,600.00 479.820 4,798.20 S) (RECESSED, BROKEN 5.18 M - 2.14 M) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 11.0000 447,700.00 39,584.790 435,432.69 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.0000 2,520.00 284.700 3,985.80 S) (RECESSED, BROKEN 3.66 M - 0.92 M) 43 200 MM THERMOPLASTIC TRAFFIC STRIPE M 18.0000 38,520.00 2,088.780 37,598.04 S) (RECESSED) 44 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,360.00 160.760 3,858.24 S) 45 CHAIN ON LIGHTING LS 192,000.0000 192,000.00 1.000 192,000.00 S) 46 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 1.000 325,000.00 S) 47 HIGHWAY ADVISORY RADIO SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 48 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 49 WEIGH STATION BYPASS SYSTEM LS 135,000.0000 135,000.00 1.000 135,000.00 S) 50 ROADSIDE WEATHER INFORMATION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 51 FIBER OPTIC SYSTEM LS 1400,000.0000 1,400,000.00 1.000 1,400,000.00 S) 52 TYPE 9 PULL BOX EA 600.0000 76,800.00 152.000 91,200.00 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 TRAFFIC PLASTIC DRUM LS 110,000.0000 110,000.00 1.000 110,000.00 PROGRAM CAS145 PAGE 11 DATE 08/05/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 02:09 PM ESTIMATE NO. 75 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 09/14/04 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/05/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,405.20 79,210,808.51 ADJUSTMENT OF COMPENSATION 102,590.04 3,571,047.95 EXTRA WORK 5,740.00 14,586,331.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 114,735.24 97,368,188.32 55 MOBILIZATION LS 7500,000.0000 7,500,000.00 1.000 7,500,000.00 ORIGINAL CONTRACT AMOUNT 86,396,096.20 TOTAL WORK COMPLETED 114,735.24 104,868,188.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -149,043.54 TOTAL 114,735.24 104,719,144.78 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/17/01 400 04/02/01 04/02/01 09/14/04 415 445 33 0 100% 100% FLAHERY, KEITH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/05/05