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 12/19/03 EST. NO.18 TIME 01:56 PM R.E. NAME: FITZGIBBON, EDWARD 11-172824 --------------------------------------------------------------------------- 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 0015 178.10 E.W. @ F.A.(+) 100803 N 0193.0 0017 359.94 120803 N 0934.0 004 0009 408.17 E.W. @ F.A.(+) 090903 N 0905.0 0011 368.62 120803 N 0935.0 010 0063 77.37 E.W. @ F.A.(+) 100303 N 0176.0 0067 153.00 111303 N 0932.0 0068 65.47 111303 N 0930.0 011 0008 2,169.08 E.W. @ F.A.(+) 100202 N 0009.1 0069 422.56 101303 N 0931.0 0070 333.16 103103 N 0913.0 0071 1,018.14 110303 N 0920.0 0072 1,343.47 103003 N 0921.0 0073 1,343.47 110403 N 0922.0 0074 845.12 110603 N 0925.0 0075 164.60 110703 N 0927.0 0076 222.58 110703 N 0928.0 0077 502.54 111003 N 0929.0 025 0012 385.00 E.W. @ F.A.(+) 090403 N 0166.0 0013 1,553.75 073003 N 0175.0 036 0001 4,910.10 E.W. @ F.A.(+) 091603 N 0817.0 0002 4,965.83 091703 N 0818.0 0003 2,198.73 091803 N 0819.0 0004 1,159.26 091903 N 0820.0 0005 613.60 092203 N 0821.0 0006 613.60 092303 N 0822.0 0007 349.94 092403 N 0823.0 0010 5,071.40 091203 N 0815.0 0011 3,879.08 091003 N 0813.0 0012 421.26 090903 N 0812.0 0015 1,260.81 102103 N 0914.0 0016 2,604.21 102203 N 0915.0 0017 3,222.86 102303 N 0916.0 0018 4,526.29 102403 N 0917.0 0019 2,660.13 103003 N 0918.0 0020 2,407.85 103103 N 0919.0 041 0004 725.74 E.W. @ F.A.(+) 062303 N 0116.0 048 0001 705.77 E.W. @ F.A.(+) 101303 N 0192.0 0002 1,587.11 102103 N 0204.0 0003 243.08 101703 N 0205.0 0004 378.08 102403 N 0912.0 0005 609.53 110403 N 0924.0 0006 492.84 110503 N 0926.0 57,521.24 TOTAL THIS ESTIMATE 1,486,963.70 TOTAL PREVIOUS ESTIMATE 1,544,484.94 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 12/19/03 EST. NO.18 TIME 01:56 PM R.E. NAME: FITZGIBBON, EDWARD 11-172824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MOBILE DIARY SUBMIT. -10,939.08 02 MOBILE DIARY SUBM. 10,939.08 03 OUT-OF-COMP CONCRETE -724.14 11 OUT-OF-COMP CONCRETE -724.14 12 OUT-OF-COMP CONCRETE 724.14 13 0.00 -724.14 LABOR COMPLIANCE VIOLATION O/S PRS DEC -10,000.00 07 PRS RECD DEC 10,000.00 11 O/S PRS MAY -10,000.00 12 PRS RECD MAY 10,000.00 13 O/S PRS AUG -10,000.00 15 O/S PRS SEPT -10,000.00 16 PRS RECD AUGUST 10,000.00 16 O/S PRS OCT -10,000.00 17 PRS RECD SEPT 10,000.00 18 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,724.14 PROGRAM CAS145 PAGE 1 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 LOCATION PROGRESS ESTIMATE 11-SD-56-1.8/6.6 ----------------- FCI CONSTRUCTORS INC IN SAN DIEGO COUNTY IN SAN DIEGO 2585 BUSINESS PARK DRIVE FROM CARMEL COUNTRY ROAD VISTA, CA 92083 OVERCROSSING TO CARMEL MOUNTAIN ROAD OVERCROSSING FED. AID NO. N O N E CONSTRUCT NEW 4 LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 50,000.0000 50,000.00 0.500 25,000.00 02 ELECTRONIC MOBILE DIARY COMPUTER SYSTEM LS 10,000.0000 10,000.00 0.411 4,110.00 DATA DELIVERY 03 TIME-RELATED OVERHEAD WDAY 3,600.0000 2,016,000.00 20.000 72,000.00 303.000 1,090,800.00 04 TEMPORARY FENCE (ESA) M 7.0000 24,710.00 3,028.000 21,196.00 05 TEMPORARY STEEL PLATE COVER EA 1,100.0000 3,300.00 0.000 0.00 06 TEMPORARY 450 MM CULVERT M 95.0000 6,840.00 0.000 0.00 07 TEMPORARY ASPHALT CONCRETE APRON EA 1,100.0000 3,300.00 0.000 0.00 08 TEMPORARY INLET EA 2,400.0000 7,200.00 0.000 0.00 09 TEMPORARY ROCK SLOPE PROTECTION M3 90.0000 180.00 0.000 0.00 (BACKING NO. 2, METHOD B) 10 TEMPORARY IRRIGATION SUPPLY LINE M 42.0000 17,892.00 0.000 0.00 F) 11 TEMPORARY 100 MM BLOW-OFF ASSEMBLY EA 3,200.0000 3,200.00 0.000 0.00 12 TEMPORARY 50 MM COMBINATION AIR AND EA 2,400.0000 2,400.00 0.000 0.00 VACUUM VALVE 13 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 S) PREVENTION PLAN 14 WATER POLLUTION CONTROL LS 185,000.0000 185,000.00 0.032 5,920.00 0.509 94,165.00 15 TEMPORARY EROSION CONTROL HA 4,112.0000 822,400.00 1.212 4,983.74 29.639 121,875.57 S) 16 TEMPORARY EROSION CONTROL HA 6,852.0000 678,348.00 0.460 3,151.92 S) (BONDED FIBER MATRIX) 17 TEMPORARY GRAVEL BAG EA 10.0000 130,000.00 395.000 3,950.00 5,602.000 56,020.00 18 TEMPORARY CONCRETE WASHOUT EA 1,100.0000 25,300.00 1.000 1,100.00 14.000 15,400.00 19 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,900.0000 69,600.00 11.000 31,900.00 20 TEMPORARY DESILTING BASIN EA 26,000.0000 156,000.00 3.000 78,000.00 21 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.014 224.00 0.616 9,856.00 S) 22 TRAFFIC CONTROL SYSTEM LS 16,000.0000 16,000.00 0.036 576.00 0.541 8,656.00 S) PROGRAM CAS145 PAGE 2 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TYPE III BARRICADE EA 90.0000 8,640.00 0.000 0.00 S) 24 BARRICADE (LEFT IN PLACE) EA 110.0000 550.00 7.000 770.00 S) 25 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.7000 25,197.00 0.000 0.00 S) 26 TEMPORARY PAVEMENT MARKING (TAPE) M2 72.0000 1,080.00 0.000 0.00 S) 27 TRAFFIC PLASTIC DRUMS EA 220.0000 88,000.00 17.000 3,740.00 27.000 5,940.00 S) 28 TEMPORARY PAVEMENT MARKER EA 3.4000 1,836.00 0.000 0.00 S) 29 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 0.143 1,716.00 2.164 25,968.00 S) 30 TEMPORARY FLASHING BEACON LS 3,500.0000 3,500.00 0.000 0.00 S) 31 TEMPORARY RAILING (TYPE K) M 10.0000 75,900.00 798.600 7,986.00 1,310.300 13,103.00 S) 32 ABANDON CULVERT EA 700.0000 5,600.00 3.000 2,100.00 33 ABANDON PIPELINE EA 400.0000 800.00 0.000 0.00 34 REMOVE FENCE M 12.5000 15,750.00 496.820 6,210.25 1,016.820 12,710.25 35 REMOVE BARRICADE EA 100.0000 900.00 0.000 0.00 36 REMOVE METAL BEAM GUARD RAILING M 55.0000 660.00 0.000 0.00 S) 37 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 11.0000 7,040.00 0.000 0.00 MARKING 38 REMOVE CHANNELIZERS EA 5.0000 225.00 0.000 0.00 39 REMOVE ROADSIDE SIGN EA 150.0000 2,550.00 0.000 0.00 40 REMOVE SIGN STRUCTURE EA 1,960.0000 1,960.00 0.000 0.00 S) 41 REMOVE INLET EA 450.0000 2,700.00 0.000 0.00 42 REMOVE HEADWALL EA 500.0000 2,500.00 4.000 2,000.00 43 REMOVE BASE AND SURFACING M3 7.0000 13,860.00 0.000 0.00 44 MODIFY INLET EA 1,500.0000 7,500.00 0.000 0.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 38.0000 12,160.00 0.000 0.00 S) (60 MM MAXIMUM) 46 REMOVE CONCRETE M3 20.0000 4,400.00 21.070 421.40 47 REMOVE CONCRETE BARRIER (TYPE K) M 30.0000 6,900.00 0.000 0.00 48 REMOVE CRASH CUSHION (SAND FILLED) EA 70.0000 840.00 0.000 0.00 S) 49 CLEARING AND GRUBBING HA 1,300.0000 85,800.00 56.400 73,320.00 PROGRAM CAS145 PAGE 3 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE TREE EA 125.0000 12,250.00 38.000 4,750.00 51 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.032 3,200.00 0.587 58,700.00 52 ROADWAY EXCAVATION M3 1.8200 2,857,400.00 5,794.000 10,545.08 1,625,982.060 2,959,287.35 53 STRUCTURE EXCAVATION (BRIDGE) M3 17.0000 193,681.00 11,393.000 193,681.00 F) 54 STRUCTURE EXCAVATION (TYPE D) M3 9.0000 28,440.00 3,160.000 28,440.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 11,475.00 425.000 11,475.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 402,850.00 6,685.400 334,270.00 F) 57 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 36,000.00 450.000 36,000.00 F) 58 SAND BACKFILL M3 70.0000 4,200.00 31.580 2,210.60 59 LEAN CONCRETE BACKFILL M3 75.0000 29,250.00 396.830 29,762.25 F) 60 DITCH EXCAVATION M3 29.0000 17,980.00 424.725 12,317.03 61 IMPORTED BORROW M3 5.0000 175,000.00 3,379.000 16,895.00 66,011.040 330,055.20 62 NATIVE TOPSOIL M3 6.0000 132,000.00 27,500.000 165,000.00 S) 63 ROCK BLANKET M2 60.0000 177,600.00 0.000 0.00 S) 64 EROSION CONTROL (BLANKET) M2 5.3400 70,488.00 0.000 0.00 S) 65 FIBER (EROSION CONTROL) KG 0.4400 32,164.00 36,066.900 15,869.44 S) 66 FIBER ROLLS M 6.0000 223,800.00 243.840 1,463.04 35,434.470 212,606.82 S) 67 COMPOST (EROSION CONTROL) KG 0.4400 34,320.00 38,466.560 16,925.29 S) 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 3,200.00 5.000 2,000.00 S) 69 MOVE-IN/MOVE-OUT EA 400.0000 2,800.00 5.000 2,000.00 S) (TEMPORARY EROSION CONTROL) 70 PURE LIVE SEED (EROSION CONTROL) KG 98.0000 16,660.00 0.000 0.00 S) (TYPE 1) 71 PURE LIVE SEED (EROSION CONTROL) KG 62.0000 42,780.00 542.271 33,620.80 S) (TYPE 2) 72 PURE LIVE SEED (EROSION CONTROL) KG 187.0000 20,570.00 88.421 16,534.73 S) (TYPE 3) 73 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 21,300.00 19.800 1,405.80 S) (TYPE 4) 74 PURE LIVE SEED (EROSION CONTROL) KG 575.0000 6,325.00 0.000 0.00 S) (TYPE 5) 75 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 2,440.00 601.115 1,202.23 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 1.7000 12,444.00 3,606.650 6,131.31 S) PROGRAM CAS145 PAGE 4 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0.00 S) 78 TRUCK WATERING LS 25,000.0000 25,000.00 0.000 0.00 S) 79 IRRIGATION SYSTEM LS 95,000.0000 95,000.00 0.000 0.00 S) 80 NPS 3 SUPPLY LINE (BRIDGE) M 140.0000 160,580.00 483.725 67,721.50 81 WATER METER EA 26,000.0000 182,000.00 0.000 0.00 S) 82 50 MM BACKFLOW PREVENTER ASSEMBLY EA 2,800.0000 2,800.00 0.000 0.00 S) 83 200 MM CORRUGATED HIGH DENSITY M 90.0000 101,700.00 114.000 10,260.00 524.480 47,203.20 S) POLYETHYLENE PIPE CONDUIT 84 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0.00 85 CLASS 2 AGGREGATE BASE M3 25.0000 2,407,500.00 6,098.520 152,463.00 41,625.550 1,040,638.75 86 ASPHALT TREATED PERMEABLE BASE M3 65.0000 638,950.00 0.000 0.00 87 ASPHALT CONCRETE (TYPE A) TONN 49.2000 2,135,280.00 421.220 20,724.02 88 PAVEMENT REINFORCING FABRIC M2 7.0000 2,310.00 0.000 0.00 89 PLACE ASPHALT CONCRETE DIKE M 2.3000 12,880.00 0.000 0.00 90 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 63,450.00 24.000 360.00 AREA) 91 ASPHALTIC EMULSION TONN 250.0000 6,750.00 0.000 0.00 (FOG SEAL COAT AND PAINT BINDER) 92 CONCRETE PAVEMENT M3 115.0000 2,610,500.00 0.000 0.00 93 SEAL PAVEMENT JOINT M 2.5000 81,250.00 0.000 0.00 94 FURNISH STEEL PILING (HP 250 X 62) M 32.0000 51,936.00 1,543.495 49,391.84 95 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 97,900.00 89.000 97,900.00 S) 96 FURNISH STEEL PILING (HP 250 X 85) M 42.0000 74,592.00 1,768.027 74,257.13 97 DRIVE STEEL PILE (HP 250 X 85) EA 1,100.0000 110,000.00 100.000 110,000.00 S) 98 FURNISH STEEL PILING (HP 360 X 174) M 124.0000 13,516.00 109.728 13,606.27 99 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 313,180.00 2,218.230 310,552.20 S) PILING 00 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 920.0000 61,640.00 67.200 61,824.00 S) PILING 01 FURNISH PILING (CLASS 625C) M 77.0000 90,321.00 1,100.000 84,700.00 (ALTERNATIVE V) 02 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 1,100.0000 140,800.00 128.000 140,800.00 S) 03 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.161 80,500.00 0.932 466,000.00 S) PROGRAM CAS145 PAGE 5 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 865,500.00 2,885.000 865,500.00 F) 05 STRUCTURAL CONCRETE, BRIDGE M3 390.0000 5,951,790.00 776.273 302,746.47 15,211.546 5,932,502.94 F) 06 STRUCTURAL CONCRETE, RETAINING WALL M3 370.0000 71,780.00 194.000 71,780.00 F) 07 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 385,200.00 101.000 30,300.00 667.300 200,190.00 F) (TYPE N) 08 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 92,820.00 91.732 71,550.96 F) 09 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 700.0000 105,700.00 19.760 13,832.00 F) 10 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 347,400.00 30.570 27,513.00 318.017 286,215.30 F) 11 MINOR CONCRETE (MINOR STRUCTURE) M3 290.0000 128,180.00 104.500 30,305.00 215.500 62,495.00 F) (CONRETE ENCASEMENT) 12 FRACTURED RIB TEXTURE M2 75.0000 45,450.00 606.000 45,450.00 F) 13 COBBLESTONE TEXTURE M2 150.0000 25,650.00 128.500 19,275.00 F) 14 SOUND WALL (MASONRY BLOCK) M2 190.0000 385,130.00 1,019.000 193,610.00 F) 15 300 MM CUT-OFF WALL EA 5,800.0000 11,600.00 0.000 0.00 16 600 MM CUT-OFF WALL EA 3,700.0000 14,800.00 0.000 0.00 17 900 MM CUT-OFF WALL EA 6,000.0000 18,000.00 0.000 0.00 18 JOINT SEAL (MR 30 MM) M 130.0000 6,760.00 0.000 0.00 S) 19 JOINT SEAL ASSEMBLY (MR 70 MM) M 520.0000 16,120.00 0.000 0.00 S) 20 JOINT SEAL ASSEMBLY (MR 100 MM) M 560.0000 35,280.00 0.000 0.00 S) 21 JOINT SEAL (MR 40 MM) M 160.0000 18,240.00 0.000 0.00 S) 22 JOINT SEAL (MR 50 MM) M 170.0000 30,940.00 31.350 5,329.50 S) 23 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 2,261,794.20 62,460.334 59,337.32 2,362,389.426 2,244,269.95 SF) 24 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 11,560.00 11,560.000 11,560.00 SF) 25 WELDED HEADED BAR REINFORCEMENT EA 100.0000 60,200.00 672.000 67,200.00 26 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 27,408.00 0.000 0.00 S) WITH WALKWAY) 27 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 13,704.00 0.000 0.00 SF)WITH WALKWAY) 28 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 90,525.00 0.000 0.00 SF) 29 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.2000 3,621.00 0.000 0.00 SF) 30 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.6000 10,360.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 6 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.4000 2,590.00 0.000 0.00 SF) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 5.2000 31,096.00 0.000 0.00 SF) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 2,990.00 0.000 0.00 SF) 34 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 19,200.00 0.000 0.00 SF)CONCRETE PILE (SIGN FOUNDATION) 35 1070 MM CAST-IN-DRILLED-HOLE M 830.0000 22,410.00 0.000 0.00 SF)CONCRETE PILE (SIGN FOUNDATION) 36 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 9.000 2,250.00 37 ROADSIDE SIGN - TWO POST EA 1,050.0000 3,150.00 0.000 0.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 3,600.00 0.000 0.00 METHOD) 39 INSTALL 1500 MM HIGH DENSITY M 240.0000 81,600.00 331.800 79,632.00 POLYETHYLENE PIPE 40 450 MM REINFORCED CONCRETE PIPE M 110.0000 6,050.00 31.700 3,487.00 41 600 MM REINFORCED CONCRETE PIPE M 140.0000 394,800.00 380.350 53,249.00 4,492.650 628,971.00 42 750 MM REINFORCED CONCRETE PIPE M 270.0000 91,800.00 303.600 81,972.00 43 900 MM REINFORCED CONCRETE PIPE M 240.0000 52,800.00 241.100 57,864.00 44 1050 MM REINFORCED CONCRETE PIPE M 315.0000 94,500.00 294.600 92,799.00 45 1200 MM REINFORCED CONCRETE PIPE M 455.0000 168,350.00 366.503 166,758.87 46 1500 MM REINFORCED CONCRETE PIPE M 480.0000 139,200.00 285.300 136,944.00 47 600 MM BITUMINOUS COATED CORRUGATED M 180.0000 88,200.00 317.796 57,203.28 STEEL PIPE (3.51 MM THICK) 48 900 MM BITUMINOUS COATED CORRUGATED M 325.0000 9,425.00 4.700 1,527.50 STEEL PIPE (3.51 MM THICK) 49 1350 MM BITUMINOUS COATED CORRUGATED M 450.0000 63,000.00 0.000 0.00 STEEL PIPE (3.51 MM THICK) 50 1800 MM BITUMINOUS COATED CORRUGATED M 635.0000 88,900.00 0.000 0.00 STEEL PIPE (3.51 MM THICK) 51 150 MM PERFORATED PLASTIC PIPE M 47.0000 160,740.00 2,139.000 100,533.00 UNDERDRAIN 52 200 MM PERFORATED PLASTIC M 60.0000 151,800.00 2,514.100 150,846.00 PIPE UNDERDRAIN 53 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 220,000.00 0.000 0.00 54 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 36.0000 97,920.00 0.000 0.00 55 PULL BOX (EDGE DRAIN) EA 150.0000 8,550.00 0.000 0.00 56 200 MM CORRUGATED PLASTIC PIPE M 46.0000 7,360.00 0.000 0.00 DOWNDRAIN 57 600 MM BITUMINOUS COATED CORRUGATED M 178.0000 89,000.00 497.400 88,537.20 STEEL PIPE DOWNDRAIN (3.51 MM THICK) PROGRAM CAS145 PAGE 7 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 900 MM BITUMINOUS COATED CORRUGATED M 255.0000 7,140.00 17.700 4,513.50 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 59 50 MM COMBINATION AIR AND VACUUM VALVE EA 1,700.0000 11,900.00 0.000 0.00 60 100 MM COMBINATION AIR AND VACUUM VALVE EA 2,900.0000 5,800.00 0.000 0.00 61 600 MM BUTTERFLY VALVE EA 8,700.0000 34,800.00 0.000 0.00 62 3 ANODE CATHODIC TEST STATION EA 1,900.0000 11,400.00 0.000 0.00 63 CATHODIC TEST STATION - 2 WIRE EA 975.0000 1,950.00 0.000 0.00 64 750 MM BUTTERFLY VALVE EA 10,400.0000 20,800.00 0.000 0.00 65 25 MM COMBINATION AIR AND VACUUM VALVE EA 1,400.0000 5,600.00 4.000 5,600.00 66 300 MM DUCTILE IRON PIPE CLASS 53 WITH M 330.0000 82,500.00 254.000 83,820.00 RESTRAINED JOINT 67 300 MM POLYVINYL CHLORIDE CLASS 150 M 350.0000 5,600.00 17.300 6,055.00 68 380 MM SDR 35 POLYVINYL CHLORIDE PIPE M 105.0000 16,800.00 153.200 16,086.00 69 ANCHOR BLOCK EA 720.0000 3,600.00 5.000 3,600.00 70 300 MM FLEXIBLE EXPANSION JOINT WITH EA 5,600.0000 22,400.00 4.000 22,400.00 MECHANICAL JOINT ENDS 71 450 MM WELDED STEEL PIPE (9.53 MM THICK) M 304.0000 15,200.00 47.720 14,506.88 72 ACCESS MANHOLE BURIED EA 1,100.0000 1,100.00 0.000 0.00 73 ACCESS MANHOLE NON-BURIED EA 3,800.0000 11,400.00 0.000 0.00 74 TELEVISION INSPECTION LS 11,000.0000 11,000.00 0.500 5,500.00 75 300 MM DUCTILE IRON PIPE CLASS 250 M 380.0000 60,800.00 151.400 57,532.00 151.400 57,532.00 76 300 MM POLYVINYL CHLORIDE C-900 M 190.0000 45,600.00 168.000 31,920.00 168.000 31,920.00 RECYCLED WATER PIPELINE 77 600 MM CEMENT MORTAR LINED AND TAPE M 316.0000 401,320.00 0.000 0.00 COATED (4.00 MM THICK) STEEL RECYCLED WATER 78 750 MM CEMENT MORTAR LINED AND TAPE M 572.0000 91,520.00 0.000 0.00 COATED (12.5 MM THICK) STEEL RECYCLED WATER 79 900 MM CEMENT MORTAR LINED AND TAPE M 700.0000 112,000.00 0.000 0.00 COATED (12.5 MM THICK) STEEL RECYCLED WATER 80 900 MM REINFORCED CONCRETE PIPE RISER M 400.0000 10,000.00 11.070 4,428.00 81 100 MM GATE VALVE EA 670.0000 3,350.00 0.000 0.00 82 150 MM GATE VALVE EA 680.0000 1,360.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 300 MM GATE VALVE EA 1,900.0000 3,800.00 2.000 3,800.00 84 50 MM BLOW-OFF ASSEMBLY EA 1,720.0000 6,880.00 4.000 6,880.00 85 100 MM BLOW-OFF ASSEMBLY EA 2,200.0000 13,200.00 0.000 0.00 86 150 MM BLOW-OFF ASSEMBLY EA 2,400.0000 4,800.00 0.000 0.00 87 600 MM STEEL PIPE SLEEVE M 388.0000 62,080.00 151.790 58,894.52 S) 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 80.0000 9,600.00 185.759 14,860.72 89 ROCK SLOPE PROTECTION M3 57.0000 107,160.00 353.835 20,168.60 (FACING, METHOD B) 90 ROCK SLOPE PROTECTION M3 85.0000 2,125.00 2.590 220.15 (BACKING NO. 2, METHOD B) 91 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 32,400.00 0.000 0.00 92 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 9,000.00 90.000 6,750.00 93 SLOPE PAVING (CONCRETE) M3 300.0000 99,900.00 87.000 26,100.00 F) 94 SLOPE PAVING (COBBLE) M2 30.0000 66,120.00 581.000 17,430.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 447.0000 107,280.00 157.580 70,438.26 96 MINOR CONCRETE (SLOPE PROTECTION) M3 275.0000 79,750.00 0.000 0.00 97 ROCK SLOPE PROTECTION FABRIC M2 1.0000 4,010.00 1,127.621 1,127.62 98 MINOR CONCRETE (MISCELLANEOUS M3 317.0000 199,710.00 63.640 20,173.88 CONSTRUCTION) 99 MISCELLANEOUS IRON AND STEEL KG 1.0000 19,574.00 0.000 0.00 SF) 00 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 63,708.00 13,572.200 54,288.80 SF) 01 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 739,200.00 0.000 0.00 S) VINYL-CLAD) 02 CHAIN LINK FENCE M 126.0000 103,320.00 0.000 0.00 S) (TYPE CL 3.6, VINYL CLAD) 03 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 500.0000 2,500.00 0.000 0.00 S) VINYL-CLAD) 04 4.3 M CHAIN LINK GATE EA 1,250.0000 1,250.00 0.000 0.00 (TYPE CL - 1.8, VINYL CLAD) 05 DELINEATOR (CLASS 1) EA 50.0000 3,150.00 0.000 0.00 06 MILEPOST MARKER EA 200.0000 1,600.00 0.000 0.00 07 GUARD RAILING DELINEATOR EA 16.0000 1,392.00 0.000 0.00 S) 08 METAL BEAM GUARD RAILING M 72.0000 136,080.00 0.000 0.00 S) 09 ALUMINUM BRIDGE RAILING M 333.0000 120,546.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 9 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 CHAIN LINK RAILING (TYPE 7) M 123.0000 25,953.00 0.000 0.00 SF) 11 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 94.0000 97,948.00 168.000 15,792.00 F) 12 CONCRETE BARRIER (TYPE 25) M 80.0000 167,520.00 415.000 33,200.00 415.000 33,200.00 F) 13 CONCRETE BARRIER (TYPE BP 25) M 100.0000 38,100.00 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE BP25 B) M 215.0000 118,250.00 0.000 0.00 15 CONCRETE BARRIER (TYPE 29) M 200.0000 64,400.00 -17.000 -3,400.00 151.000 30,200.00 F) 16 CABLE RAILING M 76.0000 9,120.00 0.000 0.00 S) 17 TERMINAL SECTION (TYPE B) EA 150.0000 3,300.00 0.000 0.00 S) 18 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 35,700.00 0.000 0.00 S) 19 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 616.0000 9,240.00 0.000 0.00 S) 20 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 885.0000 9,735.00 0.000 0.00 S) 21 RETURN SECTION EA 45.0000 450.00 0.000 0.00 S) 22 CRASH CUSHION, SAND FILLED EA 410.0000 11,480.00 0.000 0.00 S) 23 CRASH CUSHION (TYPE CAT) EA 5,350.0000 53,500.00 0.000 0.00 S) 24 CRASH CUSHION (TYPE CAT) BACKUP EA 355.0000 3,550.00 0.000 0.00 S) 25 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 0.000 0.00 S) 26 CONCRETE BARRIER (TYPE BP 732) M 140.0000 50,120.00 0.000 0.00 F) 27 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 5,940.00 0.000 0.00 S) 28 150 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 105.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5500 5,253.00 0.000 0.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 1,242.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 350.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 16,170.00 399.000 119.70 S) 33 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 6,149.00 0.000 0.00 S) 34 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 8,820.00 81.000 226.80 S) 35 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.012 720.00 S) 36 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.038 2,280.00 S) PROGRAM CAS145 PAGE 10 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 37 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 0.534 32,040.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.008 800.00 0.312 31,200.00 S) 39 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 2,500.00 0.000 0.00 40 LIGHTING CONDUIT (BRIDGE) M 20.0000 29,000.00 287.000 5,740.00 589.000 11,780.00 S) 41 SPRINKLER CONTROL CONDUIT (BRIDGE) M 20.0000 36,400.00 397.000 7,940.00 849.000 16,980.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 2) LS 6,000.0000 6,000.00 0.150 900.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 3) LS 6,000.0000 6,000.00 0.000 0.00 S) 45 TRAFFIC MONITORING STATION (LOCATION 4) LS 10,000.0000 10,000.00 0.400 4,000.00 S) 46 TRAFFIC MONITORING STATION (LOCATION 5) LS 6,000.0000 6,000.00 0.000 0.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 6) LS 6,000.0000 6,000.00 0.000 0.00 S) 48 COMMUNICATION CONDUIT LS 100,000.0000 100,000.00 0.036 3,600.00 0.571 57,100.00 S) 49 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.215 10,750.00 0.305 15,250.00 S) 50 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.027 1,080.00 S) 51 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.097 2,910.00 0.097 2,910.00 S) 52 REMOVE FLASHING BEACON AND LIGHTING LS 2,500.0000 2,500.00 0.000 0.00 S) 53 BICYCLE BARRIER POST EA 450.0000 6,300.00 0.000 0.00 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 JACKED 600 MM BITUMINOUS COATED M 970.0000 29,100.00 31.100 30,167.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 56 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 10.0000 120,000.00 806.000 8,060.00 PROGRAM CAS145 PAGE 11 DATE 12/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 01:56 PM ESTIMATE NO. 18 BID OPENING 06/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,038,174.90 21,349,071.83 ADJUSTMENT OF COMPENSATION 0.00 648,288.17 EXTRA WORK 57,521.24 896,196.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,095,696.14 22,893,556.77 57 MOBILIZATION LS 4000,000.0000 4,000,000.00 1.000 4,000,000.00 ORIGINAL CONTRACT AMOUNT 41,087,083.20 TOTAL WORK COMPLETED 1,095,696.14 26,893,556.77 MATERIALS ON HAND ON SITE 382,198.85 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,724.14 TOTAL 1,105,696.14 27,265,031.48 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 08/08/02 650 08/13/02 08/13/02 09/28/04 303 33 -65 0 57% 61% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 12/19/03