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 09/25/02 EST. NO.27 TIME 03:15 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 --------------------------------------------------------------------------- 001 0027 7,834.23 E.W. @ U.P (+) 091102 N 0027 0 002 0005 14,628.94 E.W. @ F.A.(+) 051702 N 0004 0 0006 2,109.95 080902 N 0005 0 0007 339.86 080902 N 0006 0 008 0057 2,283.20 E.W. @ F.A.(+) 060602 N 0052 0 0070 1,645.74 072502 N 0065 0 0071 5,474.63 072902 N 0066 0 0072 1,700.68 073002 N 0067 0 0073 419.06 082202 N 0068 0 009 0033 578.44 E.W. @ F.A.(+) 061302 N 0075 0 0034 5,224.56 062002 N 0076 0 0035 2,260.74 062102 N 0077 0 0036 4,771.96 062402 N 0078 0 0037 2,936.18 062502 N 0079 0 0038 6,547.40 071202 N 0080 0 0039 4,014.09 071302 N 0081 0 0040 3,709.49 071602 N 0082 0 0041 1,976.69 071702 N 0083 0 0042 1,415.49 071802 N 0084 0 010 0002 11,324.88 A.C. @ L.S.(+) 081402 N 0002 0 039 0051 1,768.64 E.W. @ F.A.(+) 042302 N 0041 0 040 0005 104,721.58 E.W. @ L.S.(+) 091602 N 0005 0 057 0026 905.42 E.W. @ F.A.(+) 022602 N 0024 0 058 0016 1,116.50 E.W. @ F.A.(+) 071502 N 0016 0 0017 2,983.75 080502 N 0017 0 082 0002 1,074,877.37 E.W. @ L.S.(+) 091602 N 0005 0 092 0032 2,996.15 E.W. @ F.A.(+) 080602 N 0012 0 096 0010 3,631.33 E.W. @ F.A.(+) 081302 N 0008 0 0056 1,104.15 081202 N 0009 0 0057 663.92 081302 N 0010 0 106 0031 23,001.08 E.W. @ F.A.(+) 072602 N 0029 0 0053 384.93 081302 N 0050 0 0054 414.07 081402 N 0051 0 0055 414.07 081502 N 0052 0 1,300,179.17 TOTAL THIS ESTIMATE 6,064,925.48 TOTAL PREVIOUS ESTIMATE 7,365,104.65 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 09/25/02 EST. NO.27 TIME 03:15 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 0.00 -39,033.00 TOTAL DEDUCTIONS 0.00 -39,033.00 PROGRAM CAS145 PAGE 1 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 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 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000,000.00 21.000 157,500.00 218.000 1,635,000.00 005 900 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 0.021 840.00 0.694 27,760.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.106 63,600.00 0.599 359,400.00 (S) 012 TRAFFIC CONTROL SURVEILLANCE LS 200,000.0000 200,000.00 0.331 66,200.00 013 TYPE III BARRICADE EA 50.0000 3,700.00 17.000 850.00 (S) 014 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 1,190.00 46.800 327.60 (S) 015 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 623,000.00 49,858.300 174,504.05 (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 123,000.00 377,002.900 113,100.87 (S) 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.053 3,180.00 0.546 32,760.00 (S) 019 PORTABLE RADAR TRAILER EA 8,000.0000 16,000.00 0.045 360.00 0.356 2,848.00 (S) 020 TEMPORARY RAILING (TYPE K) M 10.0000 908,000.00 4,720.860 47,208.60 62,022.460 620,224.60 021 TEMPORARY CRASH CUSHION MODULE EA 250.0000 45,000.00 28.000 7,000.00 252.000 63,000.00 (S) 022 ABANDON CULVERT M 40.0000 17,200.00 239.500 9,580.00 PROGRAM CAS145 PAGE 2 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 50.00 025 REMOVE METAL BEAM GUARD RAILING M 7.0000 74,900.00 87.500 612.50 2,375.880 16,631.16 026 REMOVE FLARED END SECTION EA 25.0000 425.00 1.000 25.00 8.000 200.00 027 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 32,110.00 9,861.150 12,819.50 (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 29.700 415.80 344.900 4,828.60 031 REMOVE SLOTTED PIPE M 70.0000 3,080.00 3.000 210.00 3.000 210.00 032 REMOVE INLET EA 350.0000 18,550.00 4.000 1,400.00 29.000 10,150.00 033 REMOVE DRAINAGE INLET (TEMPORARY EA 175.0000 16,800.00 5.000 875.00 TRAFFIC COVER) 034 REMOVE DOWNDRAIN M 30.0000 11,400.00 80.000 2,400.00 035 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 9,580.200 95,802.00 038 REMOVE ASPHALT CONCRETE SURFACING M3 8.0000 22,880.00 714.540 5,716.32 039 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 325.0000 9,100.00 3.000 975.00 17.000 5,525.00 040 REMOVE BASE AND SURFACING M3 6.0000 163,200.00 1,162.350 6,974.10 041 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 690,000.00 114.000 114,000.00 680.000 680,000.00 046 PIPELINER - 600 MM FOLD AND FORM M 1,020.0000 1,009,800.00 61.600 62,832.00 047 PIPELINER - 750 MM FOLD AND FORM M 1,100.0000 187,000.00 43.300 47,630.00 048 300 MM PLASTIC PIPE-LINER M 150.0000 6,300.00 0.000 0.00 049 400 MM PLASTIC PIPE-LINER M 155.0000 23,250.00 116.000 17,980.00 PROGRAM CAS145 PAGE 3 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 75,600.00 110.000 19,800.00 423.000 76,140.00 051 675 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 87.000 18,270.00 053 1125 MM PLASTIC PIPE-LINER M 300.0000 16,500.00 55.000 16,500.00 55.000 16,500.00 054 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 6.000 360.00 057 REMOVE CONCRETE CURB M 9.0000 12,510.00 120.000 1,080.00 058 REMOVE CONCRETE BARRIER M 15.0000 163,500.00 1,280.100 19,201.50 10,216.500 153,247.50 059 PREPARE CONCRETE BRIDGE DECK SURFACE M2 6.0000 83,520.00 0.000 0.00 060 CAP INLET EA 400.0000 8,800.00 2.000 800.00 18.000 7,200.00 061 BRIDGE REMOVAL, LOCATION A LS 338,000.0000 338,000.00 0.700 236,600.00 062 BRIDGE REMOVAL, LOCATION B LS 338,000.0000 338,000.00 0.600 202,800.00 063 BRIDGE REMOVAL, LOCATION C LS 165,000.0000 165,000.00 0.600 99,000.00 064 BRIDGE REMOVAL, LOCATION D LS 106,000.0000 106,000.00 0.500 53,000.00 1.000 106,000.00 065 BRIDGE REMOVAL, LOCATION E LS 453,000.0000 453,000.00 0.550 249,150.00 066 BRIDGE REMOVAL, LOCATION F LS 178,000.0000 178,000.00 1.000 178,000.00 067 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 0.720 22,680.00 071 ROADWAY EXCAVATION M3 40.0000 3,176,000.00 124.000 4,960.00 77,254.390 3,090,175.60 072 STRUCTURE EXCAVATION (BRIDGE) M3 325.0000 1,355,250.00 140.000 45,500.00 3,101.600 1,008,020.00 (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 163,100.00 564.500 39,515.00 1,456.000 101,920.00 (F) 076 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 80,460.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,258,800.00 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 12,811.500 4,484.03 (S) 081 STRAW (EROSION CONTROL) TONN 300.0000 8,400.00 11.800 3,540.00 11.800 3,540.00 (S) 082 FIBER (EROSION CONTROL) KG 0.8000 6,720.00 4,184.400 3,347.52 4,184.400 3,347.52 (S) 083 COMPOST (EROSION CONTROL) KG 0.7500 21,750.00 7,608.000 5,706.00 7,608.000 5,706.00 (S) 084 PURE LIVE SEED (EROSION CONTROL) KG 425.0000 70,125.00 81.800 34,765.00 81.800 34,765.00 (S) 085 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.7000 19,465.00 5,706.000 9,700.20 5,706.000 9,700.20 (S) 086 STABILIZING EMULSION (EROSION CONTROL) KG 1.4000 1,442.00 513.540 718.96 513.540 718.96 (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 15,805.800 142,252.20 090 LEAN CONCRETE BASE M3 77.0000 947,100.00 11,080.270 853,180.79 091 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 5,674,500.00 555.470 36,105.55 63,215.720 4,109,021.80 MAXIMUM GRADING) 094 ASPHALT CONCRETE (TYPE A, 19-MM TONN 65.0000 4,452,500.00 2,603.750 169,243.75 68,884.230 4,477,474.95 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 5.800 2,320.00 158.054 63,221.60 101 CONCRETE PAVEMENT M3 100.0000 3,100,000.00 4,742.560 474,256.00 39,563.420 3,956,342.00 102 REPLACE CONCRETE PAVEMENT M3 125.0000 286,250.00 79.900 9,987.50 79.900 9,987.50 103 REPLACE CONCRETE PAVEMENT (ASPHALT M3 100.0000 580,000.00 1,839.800 183,980.00 CONCRETE) PROGRAM CAS145 PAGE 5 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,340.000 10,855.00 45,972.200 149,409.65 106 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 56,000.00 707.420 35,371.00 108 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 52,000.00 48.000 38,400.00 (S) 109 FURNISH STEEL PILING (HP 250 X 85) M 60.0000 353,640.00 357.820 21,469.20 4,289.310 257,358.60 110 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 355,000.00 20.000 20,000.00 264.000 264,000.00 (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 821,300.00 156.400 672,520.00 (S) PILING 114 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 688,000.00 91.800 367,200.00 (S) PILING 115 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 4,600.0000 657,800.00 86.620 398,452.00 (S) PILING (ROCK SOCKET) 116 1.68 M PERMANENT STEEL CASING M 650.0000 124,150.00 153.020 99,463.00 (S) 117 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 13,000.0000 533,000.00 26.320 342,160.00 (S) PILING (ROCK SOCKET) 118 2.1 M PERMANENT STEEL CASING M 725.0000 124,700.00 96.560 70,006.00 (S) 119 ISOLATION CASING KG 6.0000 54,780.00 6,686.900 40,121.40 (SF) 120 FURNISH PILING (CLASS 625) (ALT "W") M 75.0000 80,700.00 1,081.700 81,127.50 121 DRIVE PILE (CLASS 625) (ALT "W") EA 1,550.0000 86,800.00 56.000 86,800.00 (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 30.000 12,000.00 615.100 246,040.00 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 766.0000 6,258,220.00 1,148.000 879,368.00 4,172.200 3,195,905.20 (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 602,600.00 415.500 191,130.00 (F) (TYPE N) 127 MINOR CONCRETE (MINOR STRUCTURE) M3 950.0000 418,000.00 15.000 14,250.00 233.210 221,549.50 (F) 128 PRECAST CONCRETE BOX CULVERT M 6,000.0000 786,000.00 107.100 642,600.00 (F) 129 DRYSTACK ROCK TEXTURE M2 80.0000 104,160.00 18.000 1,440.00 49.000 3,920.00 (F) 130 DRILL AND BOND DOWEL M 100.0000 7,100.00 9.000 900.00 PROGRAM CAS145 PAGE 6 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 96,000.00 28.000 448,000.00 (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 1,552,500.00 16.000 360,000.00 32.000 720,000.00 (S) BULB-TEE GIRDER (25 M - 30 M) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 560,000.00 8.000 224,000.00 12.000 336,000.00 (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 9.000 351,000.00 (S) BULB-TEE GIRDER (40 M - 45 M) 139 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 1,106,000.00 25.000 175,000.00 83.000 581,000.00 (S) GIRDER 140 FURNISH POLYESTER CONCRETE OVERLAY M3 2,200.0000 1,496,000.00 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 72,023.300 100,832.62 405,994.100 568,391.74 (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 58,802.000 94,083.20 254,931.400 407,890.24 (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 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.200 1,952.00 166 450 MM ALTERNATIVE PIPE CULVERT M 325.0000 263,250.00 12.000 3,900.00 545.900 177,417.50 167 600 MM ALTERNATIVE PIPE CULVERT M 330.0000 237,600.00 31.000 10,230.00 1,154.300 380,919.00 168 450 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 3.000 630.00 5.000 1,050.00 178 450 MM ANCHOR ASSEMBLY EA 225.0000 6,975.00 3.000 675.00 3.000 675.00 179 CABLE ANCHORAGE SYSTEM M 20.0000 720.00 0.000 0.00 180 450 MM ALTERNATIVE PIPE DOWNDRAIN M 160.0000 89,600.00 70.000 11,200.00 87.000 13,920.00 181 600 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 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 630.00 191 750 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 46,360.00 130.200 4,947.60 490.300 18,631.40 (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 9,825.00 272.200 204.15 984.500 738.38 208 MISCELLANEOUS IRON AND STEEL KG 4.0000 143,600.00 2,476.000 9,904.00 18,669.800 74,679.20 (SF) 209 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 59,415.00 2,290.000 11,450.00 5,961.000 29,805.00 (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 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 184,800.00 294.900 17,694.00 628.400 37,704.00 (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 1,168,000.00 228.000 18,240.00 509.000 40,720.00 234 CONCRETE BARRIER (TYPE 60SC) M 230.0000 174,800.00 177.000 40,710.00 779.000 179,170.00 235 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 38.000 5,928.00 (F) PROGRAM CAS145 PAGE 10 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.132 42,900.00 0.775 251,875.00 (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 1,400,000.00 0.013 18,200.00 0.540 756,000.00 (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 0.440 48,400.00 PROGRAM CAS145 PAGE 11 DATE 09/25/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A21U4 TIME 03:15 PM ESTIMATE NO. 27 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 09/20/02 R.E. NAME: FLAHERY, KEITH DATE OF THIS ESTIMATE 09/25/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,546,476.65 37,722,327.24 ADJUSTMENT OF COMPENSATION 11,324.88 1,536,689.00 EXTRA WORK 1,288,854.29 5,828,415.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,846,655.82 45,087,431.89 255 MOBILIZATION LS 7500,000.0000 7,500,000.00 0.050 375,000.00 1.000 7,500,000.00 ORIGINAL CONTRACT AMOUNT 86,396,096.20 TOTAL WORK COMPLETED 5,221,655.82 52,587,431.89 MATERIALS ON HAND ON SITE 924,943.87 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -39,033.00 TOTAL 5,221,655.82 53,473,342.76 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 06/17/03 218 150 0 0 57% 55% PROGRESS IS SATISFACTORY FLAHERY, KEITH RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/02