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 08/26/03 EST. NO.44 TIME 08:37 AM 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 --------------------------------------------------------------------------- 001 0070 5,804.77 E.W. @ U.P (+) 071003 N 0070 0 004 0010 1,625.00 E.W. @ L.S.(+) 072503 N 0010 0 007 0002 1,800.00 E.W. @ L.S.(+) 081403 N 0002 0 010 0004 17,929.06 A.C. @ L.S.(+) 081903 N 0004 0 055 0001 -1,400.00 A.C. @ L.S.(-) 081403 N 0001 0 088 0009 8,196.20 E.W. @ L.S.(+) 070103 N 0009 0 142 0007 23,516.46 E.W. @ F.A.(+) 051503 N 0007 0 0015 1,449.31 050603 N 0015 0 0016 2,001.91 050703 N 0016 0 0017 2,001.91 051203 N 0017 0 0018 2,001.91 051303 N 0018 0 0019 548.68 051403 N 0019 0 65,475.21 TOTAL THIS ESTIMATE 12,543,272.77 TOTAL PREVIOUS ESTIMATE 12,608,747.98 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 08/26/03 EST. NO.44 TIME 08:37 AM 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 -32,130.00 -118,763.00 TOTAL DEDUCTIONS -32,130.00 -118,763.00 PROGRAM CAS145 PAGE 1 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 LOCATION RERUN 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 17,100.00 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 21.000 157,500.00 343.000 2,572,500.00 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 0.793 39,650.00 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 -0.006 -240.00 0.843 33,720.00 S) 11 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.052 31,200.00 0.857 514,200.00 S) 12 TRAFFIC CONTROL SURVEILLANCE LS 200,000.0000 200,000.00 0.052 10,400.00 0.857 171,400.00 13 TYPE III BARRICADE EA 50.0000 3,700.00 49.000 2,450.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 1,190.00 125.640 879.48 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 623,000.00 -26.200 -91.70 49,832.100 174,412.35 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 26,990.200 8,097.06 582,869.680 174,860.90 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.052 3,120.00 0.786 47,160.00 S) 19 PORTABLE RADAR TRAILER EA 8,000.0000 16,000.00 0.476 3,808.00 S) 20 TEMPORARY RAILING (TYPE K) M 10.0000 908,000.00 7,181.200 71,812.00 104,973.760 1,049,737.60 21 TEMPORARY CRASH CUSHION MODULE EA 250.0000 45,000.00 252.000 63,000.00 S) 22 ABANDON CULVERT M 40.0000 17,200.00 247.500 9,900.00 PROGRAM CAS145 PAGE 2 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE ENTRANCE TAPER EA 50.0000 250.00 1.000 50.00 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 17.000 425.00 27 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 32,110.00 1,516.520 1,971.48 49,047.010 63,761.11 S) 28 REMOVE ROADSIDE SIGN EA 100.0000 7,800.00 0.000 0.00 29 REMOVE ASPHALT CONCRETE DIKE M 1.2500 13,250.00 3,165.600 3,957.00 7,662.700 9,578.38 30 REMOVE CULVERT M 14.0000 18,620.00 36.800 515.20 593.900 8,314.60 31 REMOVE SLOTTED PIPE M 70.0000 3,080.00 21.700 1,519.00 32 REMOVE INLET EA 350.0000 18,550.00 1.000 350.00 44.000 15,400.00 33 REMOVE DRAINAGE INLET (TEMPORARY EA 175.0000 16,800.00 9.000 1,575.00 TRAFFIC COVER) 34 REMOVE DOWNDRAIN M 30.0000 11,400.00 17.500 525.00 293.800 8,814.00 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 0.500 1,000.00 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 22,880.00 353.400 2,827.20 1,664.040 13,312.32 39 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 325.0000 9,100.00 25.000 8,125.00 40 REMOVE BASE AND SURFACING M3 6.0000 163,200.00 950.040 5,700.24 9,071.900 54,431.40 41 RECONSTRUCT METAL BEAM GUARD RAILING M 38.0000 11,020.00 291.500 11,077.00 S) (WOOD POST) 42 RESET ROADSIDE SIGN EA 400.0000 33,200.00 0.000 0.00 43 ADJUST INLET EA 600.0000 21,600.00 3.000 1,800.00 44 ADJUST OVERSIDE DRAIN EA 1,000.0000 4,000.00 1.000 1,000.00 45 PIPELINER - 450 MM FOLD AND FORM M 1,000.0000 690,000.00 741.000 741,000.00 46 PIPELINER - 600 MM FOLD AND FORM M 1,020.0000 1,009,800.00 61.600 62,832.00 47 PIPELINER - 750 MM FOLD AND FORM M 1,100.0000 187,000.00 43.300 47,630.00 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 23,250.00 117.000 18,135.00 PROGRAM CAS145 PAGE 3 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 75,600.00 523.000 94,140.00 51 675 MM PLASTIC PIPE-LINER M 190.0000 11,400.00 0.000 0.00 52 825 MM PLASTIC PIPE-LINER M 210.0000 27,300.00 87.000 18,270.00 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 0.000 0.00 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 38.100 2,286.00 44.100 2,646.00 57 REMOVE CONCRETE CURB M 9.0000 12,510.00 226.000 2,034.00 467.500 4,207.50 58 REMOVE CONCRETE BARRIER M 15.0000 163,500.00 496.000 7,440.00 10,900.000 163,500.00 59 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.0000 83,520.00 0.000 0.00 60 CAP INLET EA 400.0000 8,800.00 26.000 10,400.00 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 0.000 0.00 68 BRIDGE REMOVAL (PORTION), LOCATION B LS 2,000.0000 2,000.00 0.000 0.00 69 SALVAGE CRASH CUSHION EA 1,000.0000 2,000.00 1.000 1,000.00 70 CLEARING AND GRUBBING LS 31,500.0000 31,500.00 0.950 29,925.00 71 ROADWAY EXCAVATION M3 40.0000 3,176,000.00 -86.210 -3,448.40 75,334.070 3,013,362.80 72 STRUCTURE EXCAVATION (BRIDGE) M3 325.0000 1,355,250.00 4,170.600 1,355,445.00 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 163,100.00 718.500 50,295.00 2,214.500 155,015.00 F) 76 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 80,460.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,342.600 95,453.80 12,224.170 158,914.21 80 DUFF M2 0.3500 19,180.00 15,556.500 5,444.78 S) 81 STRAW (EROSION CONTROL) TONN 300.0000 8,400.00 19.050 5,715.00 S) 82 FIBER (EROSION CONTROL) KG 0.8000 6,720.00 6,758.400 5,406.72 S) 83 COMPOST (EROSION CONTROL) KG 0.7500 21,750.00 23,347.200 17,510.40 S) 84 PURE LIVE SEED (EROSION CONTROL) KG 425.0000 70,125.00 132.110 56,146.75 S) 85 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.7000 19,465.00 9,216.000 15,667.20 S) 86 STABILIZING EMULSION (EROSION CONTROL) KG 1.4000 1,442.00 829.440 1,161.22 S) 87 WILLOW BUNDLE EA 200.0000 71,000.00 0.000 0.00 S) 88 75 MM TYPE 1 HOT DIPPED GALVANIZED M 28.0000 35,840.00 567.000 15,876.00 CONDUIT 89 CLASS 2 AGGREGATE BASE M3 9.0000 429,300.00 589.900 5,309.10 22,309.900 200,789.10 90 LEAN CONCRETE BASE M3 77.0000 947,100.00 12,764.880 982,895.76 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 0.000 0.00 93 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 65.0000 5,674,500.00 3,193.190 207,557.35 83,241.600 5,410,704.00 MAXIMUM GRADING) 94 ASPHALT CONCRETE (TYPE A, 19-MM TONN 65.0000 4,452,500.00 3,417.690 222,149.85 142,347.790 9,252,606.35 MAXIMUM GRADING) 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 18.0000 36,720.00 41.200 741.60 82.400 1,483.20 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 22.200 55.50 347.700 869.25 98 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 9,350.00 583.800 1,459.50 2,032.150 5,080.38 99 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 14,400.00 522.100 1,305.25 5,334.780 13,336.95 00 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 76,000.00 2.790 1,116.00 221.039 88,415.60 01 CONCRETE PAVEMENT M3 100.0000 13,100,000.00 20,432.500 2,043,250.00 101,726.770 10,172,677.00 02 REPLACE CONCRETE PAVEMENT M3 125.0000 286,250.00 1,070.400 133,800.00 03 REPLACE CONCRETE PAVEMENT (ASPHALT M3 100.0000 580,000.00 1,839.800 183,980.00 CONCRETE) PROGRAM CAS145 PAGE 5 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 24,000.00 05 SEAL PAVEMENT JOINT M 3.2500 815,750.00 26,279.000 85,406.75 127,352.710 413,896.31 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 821,300.00 250.020 1,075,086.00 S) PILING 14 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 688,000.00 150.240 600,960.00 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 124,150.00 247.320 160,758.00 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 124,700.00 150.240 108,924.00 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 6,258,220.00 703.250 538,689.50 7,163.420 5,487,179.72 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 1,045.700 481,022.00 F) (TYPE N) 27 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 418,000.00 24.970 23,721.50 417.510 396,634.50 F) 28 PRECAST CONCRETE BOX CULVERT M 6,000.0000 786,000.00 129.270 775,620.00 F) 29 DRYSTACK ROCK TEXTURE M2 80.0000 104,160.00 67.000 5,360.00 318.000 25,440.00 F) 30 DRILL AND BOND DOWEL M 100.0000 7,100.00 9.000 900.00 PROGRAM CAS145 PAGE 6 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 4.000 74,000.00 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 27.000 607,500.00 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 8.000 224,000.00 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 4.000 108,000.00 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 5.000 195,000.00 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 48.000 336,000.00 158.000 1,106,000.00 S) GIRDER 40 FURNISH POLYESTER CONCRETE OVERLAY M3 2,200.0000 1,496,000.00 0.000 0.00 41 PLACE POLYESTER CONCRETE OVERLAY M2 19.0000 595,270.00 0.000 0.00 F) 42 JOINT SEAL (MR 30 MM) M 85.0000 11,475.00 0.000 0.00 S) 43 JOINT SEAL (MR 15 MM) M 110.0000 7,150.00 0.000 0.00 S) 44 JOINT SEAL ASSEMBLY (MR 70 MM) M 300.0000 8,400.00 0.000 0.00 S) 45 JOINT SEAL ASSEMBLY (MR 80 MM) M 300.0000 8,400.00 0.000 0.00 S) 46 JOINT SEAL (MR 40 MM) M 80.0000 3,120.00 0.000 0.00 S) 47 JOINT SEAL (MR 50 MM) M 120.0000 30,000.00 0.000 0.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 995,400.00 24,079.000 33,710.60 710,980.800 995,373.12 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 54,435.000 87,096.00 437,488.280 699,981.25 SF)(BRIDGE) 51 BAR REINFORCING STEEL (EPOXY COATED) KG 1.3000 197,080.00 8,280.000 10,764.00 12,280.000 15,964.00 SF)(RETAINING WALL) 52 SHOTCRETE M3 613.0000 70,495.00 0.000 0.00 F) 53 SEAL CONCRETE SURFACE M2 8.0000 19,360.00 0.000 0.00 F) 54 ASPHALT MEMBRANE WATERPROOFING M2 65.0000 4,290.00 0.000 0.00 SF) 55 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 142,110.00 4,900.000 24,500.00 F) 56 INSTALL SIGN STRUCTURE (TRUSS) KG 1.3000 36,948.60 4,900.000 6,370.00 SF) 57 760 MM CAST-IN-DRILLED-HOLE M 1,800.0000 63,000.00 19.100 34,380.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 26,600.00 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 0.000 0.00 61 ROADSIDE SIGN (BARRIER MOUNTED) EA 675.0000 1,350.00 0.000 0.00 62 ROADSIDE SIGN - TWO POST EA 450.0000 4,500.00 0.000 0.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 5,800.00 0.000 0.00 METHOD) 64 PREPARE AND STAIN CONCRETE M2 9.8000 10,505.60 0.000 0.00 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 13.000 4,225.00 879.900 285,967.50 67 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 237,600.00 73.000 24,090.00 1,500.300 495,099.00 68 450 MM REINFORCED CONCRETE PIPE M 375.0000 24,375.00 62.000 23,250.00 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 0.000 0.00 (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 51,750.00 298.000 13,410.00 665.000 29,925.00 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 0.000 0.00 77 450 MM DOWNDRAIN SLIP JOINT EA 210.0000 2,730.00 11.000 2,310.00 78 450 MM ANCHOR ASSEMBLY EA 225.0000 6,975.00 1.000 225.00 21.000 4,725.00 79 CABLE ANCHORAGE SYSTEM M 20.0000 720.00 0.000 0.00 80 450 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 89,600.00 32.000 5,120.00 287.000 45,920.00 81 600 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 4,140.00 19.000 3,420.00 19.000 3,420.00 82 CORRUGATED STEEL PIPE REDUCER ASSEMBLY EA 375.0000 1,500.00 0.000 0.00 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 3.700 647.50 (2.01 MM THICK) PROGRAM CAS145 PAGE 8 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 68.000 16,660.00 160.000 39,200.00 86 450 MM CONCRETE FLARED END SECTION EA 425.0000 850.00 0.000 0.00 87 600 MM CONCRETE FLARED END SECTION EA 460.0000 460.00 0.000 0.00 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 2.000 100.00 2.000 100.00 90 600 MM ALTERNATIVE FLARED END SECTION EA 70.0000 1,540.00 2.000 140.00 12.000 840.00 91 750 MM ALTERNATIVE FLARED END SECTION EA 145.0000 145.00 0.000 0.00 92 900 MM ALTERNATIVE FLARED END SECTION EA 245.0000 490.00 0.000 0.00 93 1200 MM ALTERNATIVE FLARED END SECTION EA 545.0000 545.00 0.000 0.00 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 64.600 2,454.80 685.900 26,064.20 (FACING, METHOD B) 97 ROCK SLOPE PROTECTION M3 38.0000 96,140.00 45.090 1,713.42 (BACKING NO. 1, METHOD B) 98 ROCK SLOPE PROTECTION (BACKING NO. 1, M3 38.0000 67,260.00 101.300 3,849.40 480.300 18,251.40 METHOD A) 99 ROCK SLOPE PROTECTION (1T, METHOD B) M3 38.0000 72,580.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 04 CONCRETED-ROCK SLOPE PROTECTION M3 95.0000 89,300.00 73.200 6,954.00 807.270 76,690.65 (BACKING NO. 3, METHOD B) 05 CONCRETED-ROCK SLOPE PROTECTION M3 130.0000 117,000.00 0.000 0.00 (1/4T, METHOD A) 06 GABION M3 112.0000 209,440.00 107.000 11,984.00 1,916.510 214,649.12 07 ROCK SLOPE PROTECTION FABRIC M2 0.7500 9,825.00 391.700 293.78 1,691.300 1,268.48 08 MISCELLANEOUS IRON AND STEEL KG 4.0000 143,600.00 648.000 2,592.00 29,431.800 117,727.20 SF) 09 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 59,415.00 2,751.000 13,755.00 11,883.000 59,415.00 SF) 10 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 1,400.00 0.000 0.00 11 DELINEATOR (CLASS 2) EA 30.0000 17,100.00 788.000 23,640.00 PROGRAM CAS145 PAGE 9 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MARKER (CULVERT) EA 45.0000 7,650.00 148.000 6,660.00 13 MARKER (CONCRETE PAVEMENT ANCHOR) EA 50.0000 1,300.00 0.000 0.00 14 HIGHWAY POST MARKER EA 45.0000 1,080.00 0.000 0.00 15 SNOW POLE MARKER EA 85.0000 765.00 0.000 0.00 16 GUARD RAILING DELINEATOR EA 40.0000 240.00 0.000 0.00 17 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 10.0000 11,000.00 334.000 3,340.00 18 OBJECT MARKER (TYPE L-1) EA 45.0000 1,575.00 17.000 765.00 19 METAL BEAM GUARD RAILING M 47.0000 172,490.00 3,624.000 170,328.00 S) 20 METAL BEAM GUARD RAILING (2.1 M POST) M 60.0000 184,800.00 1,803.000 108,180.00 S) 21 CONCRETE BARRIER (TYPE 25) M 700.0000 2,800.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 732B) M 190.0000 551,000.00 1,552.200 294,918.00 23 CONCRETE BARRIER (TYPE SHOULDER M 550.0000 236,500.00 361.900 199,045.00 BARRIER RAILING) 24 CABLE RAILING M 50.0000 9,750.00 0.000 0.00 SF) 25 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 3,000.00 1.000 1,000.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 12,000.00 15.000 9,000.00 S) 27 TERMINAL SECTION (TYPE B) EA 250.0000 7,000.00 12.000 3,000.00 S) 28 END SECTION EA 200.0000 3,600.00 4.000 800.00 S) 29 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 7,500.00 5.000 12,500.00 S) 30 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 58,000.00 19.000 38,000.00 S) 31 RETURN SECTION EA 150.0000 150.00 0.000 0.00 S) 32 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 120,000.00 0.000 0.00 S) 33 CONCRETE BARRIER (TYPE 60S) M 80.0000 1,168,000.00 508.700 40,696.00 4,162.600 333,008.00 34 CONCRETE BARRIER (TYPE 60SC) M 230.0000 174,800.00 1,517.100 348,933.00 35 CONCRETE BARRIER (TYPE 60SE) M 390.0000 19,500.00 49.900 19,461.00 49.900 19,461.00 36 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 140.0000 75,740.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 732A) M 186.0000 62,124.00 0.000 0.00 F) 38 CONCRETE BARRIER (TYPE 732 MODIFIED) M 156.0000 150,540.00 560.000 87,360.00 F) PROGRAM CAS145 PAGE 10 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,600.00 0.000 0.00 S) (RECESSED, BROKEN 5.18 M - 2.14 M) 41 100 MM THERMOPLASTIC TRAFFIC STRIPE M 11.0000 447,700.00 15,161.000 166,771.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.0000 2,520.00 0.000 0.00 S) (RECESSED, BROKEN 3.66 M - 0.92 M) 43 200 MM THERMOPLASTIC TRAFFIC STRIPE M 18.0000 38,520.00 0.000 0.00 S) (RECESSED) 44 PAINT PAVEMENT MARKING (2-COAT) M2 24.0000 3,360.00 0.000 0.00 S) 45 CHAIN ON LIGHTING LS 192,000.0000 192,000.00 0.187 35,904.00 0.693 133,056.00 S) 46 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.834 271,050.00 S) 47 HIGHWAY ADVISORY RADIO SYSTEM LS 65,000.0000 65,000.00 0.000 0.00 S) 48 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 0.177 7,080.00 0.768 30,720.00 S) 49 WEIGH STATION BYPASS SYSTEM LS 135,000.0000 135,000.00 0.097 13,095.00 0.391 52,785.00 S) 50 ROADSIDE WEATHER INFORMATION SYSTEM LS 75,000.0000 75,000.00 0.360 27,000.00 S) 51 FIBER OPTIC SYSTEM LS 1400,000.0000 1,400,000.00 0.019 26,600.00 0.583 816,200.00 S) 52 TYPE 9 PULL BOX EA 600.0000 76,800.00 42.000 25,200.00 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 0.052 5,720.00 0.804 88,440.00 PROGRAM CAS145 PAGE 11 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 08:37 AM ESTIMATE NO. 44 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 08/20/03 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,521,775.36 63,553,055.51 ADJUSTMENT OF COMPENSATION 16,529.06 2,221,044.09 EXTRA WORK 48,946.15 10,387,703.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,587,250.57 76,161,803.49 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 5,587,250.57 83,661,803.49 MATERIALS ON HAND ON SITE 166,119.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -32,130.00 -118,763.00 TOTAL 5,555,120.57 83,709,160.10 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 11/19/03 340 255 4 0 85% 84% PROGRESS IS SATISFACTORY FLAHERY, KEITH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/03