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 05/23/03 EST. NO.11 TIME 07:37 AM 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 --------------------------------------------------------------------------- 004 0004 1,746.80 E.W. @ F.A.(+) 032803 N 0093.0 0005 457.31 041003 N 0094.0 0006 170.41 041103 N 0095.0 010 0010 87.30 E.W. @ F.A.(+) 042103 N 0096.0 019 0001 21,861.40 E.W. @ L.S.(+) 112102 N 0067.0 027 0001 6,300.00 E.W. @ U.P (+) 031403 N 0089.0 30,623.22 TOTAL THIS ESTIMATE 208,099.49 TOTAL PREVIOUS ESTIMATE 238,722.71 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 05/23/03 EST. NO.11 TIME 07:37 AM 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 -724.14 -724.14 LABOR COMPLIANCE VIOLATION O/S PRS DEC -10,000.00 07 PRS RECD DEC 10,000.00 11 10,000.00 0.00 TOTAL DEDUCTIONS 9,275.86 -724.14 PROGRAM CAS145 PAGE 1 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 LOCATION RERUN 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 50,000.0000 50,000.00 0.500 25,000.00 002 ELECTRONIC MOBILE DIARY COMPUTER SYSTEM LS 10,000.0000 10,000.00 0.243 2,430.00 DATA DELIVERY 003 TIME-RELATED OVERHEAD WDAY 3,600.0000 2,016,000.00 22.000 79,200.00 162.000 583,200.00 004 TEMPORARY FENCE (ESA) M 7.0000 24,710.00 3,028.000 21,196.00 005 TEMPORARY STEEL PLATE COVER EA 1,100.0000 3,300.00 0.000 0.00 006 TEMPORARY 450 MM CULVERT M 95.0000 6,840.00 0.000 0.00 007 TEMPORARY ASPHALT CONCRETE APRON EA 1,100.0000 3,300.00 0.000 0.00 008 TEMPORARY INLET EA 2,400.0000 7,200.00 0.000 0.00 009 TEMPORARY ROCK SLOPE PROTECTION M3 90.0000 180.00 0.000 0.00 (BACKING NO. 2, METHOD B) 010 TEMPORARY IRRIGATION SUPPLY LINE M 42.0000 17,892.00 0.000 0.00 (F) 011 TEMPORARY 100 MM BLOW-OFF ASSEMBLY EA 3,200.0000 3,200.00 0.000 0.00 012 TEMPORARY 50 MM COMBINATION AIR AND EA 2,400.0000 2,400.00 0.000 0.00 VACUUM VALVE 013 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 (S) PREVENTION PLAN 014 WATER POLLUTION CONTROL LS 185,000.0000 185,000.00 0.083 15,355.00 0.285 52,725.00 015 TEMPORARY EROSION CONTROL HA 4,112.0000 822,400.00 19.399 79,768.69 (S) 016 TEMPORARY EROSION CONTROL HA 6,852.0000 678,348.00 0.000 0.00 (S) (BONDED FIBER MATRIX) 017 TEMPORARY GRAVEL BAG EA 10.0000 130,000.00 2,055.000 20,550.00 018 TEMPORARY CONCRETE WASHOUT EA 1,100.0000 25,300.00 1.000 1,100.00 7.000 7,700.00 019 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,900.0000 69,600.00 6.000 17,400.00 020 TEMPORARY DESILTING BASIN EA 26,000.0000 156,000.00 3.000 78,000.00 021 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.016 256.00 0.516 8,256.00 (S) 022 TRAFFIC CONTROL SYSTEM LS 16,000.0000 16,000.00 0.039 624.00 0.289 4,624.00 (S) PROGRAM CAS145 PAGE 2 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE III BARRICADE EA 90.0000 8,640.00 0.000 0.00 (S) 024 BARRICADE (LEFT IN PLACE) EA 110.0000 550.00 0.000 0.00 (S) 025 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.7000 25,197.00 0.000 0.00 (S) 026 TEMPORARY PAVEMENT MARKING (TAPE) M2 72.0000 1,080.00 0.000 0.00 (S) 027 TRAFFIC PLASTIC DRUMS EA 220.0000 88,000.00 10.000 2,200.00 10.000 2,200.00 (S) 028 TEMPORARY PAVEMENT MARKER EA 3.4000 1,836.00 0.000 0.00 (S) 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 1.000 12,000.00 (S) 030 TEMPORARY FLASHING BEACON LS 3,500.0000 3,500.00 0.000 0.00 (S) 031 TEMPORARY RAILING (TYPE K) M 10.0000 75,900.00 353.700 3,537.00 (S) 032 ABANDON CULVERT EA 700.0000 5,600.00 3.000 2,100.00 033 ABANDON PIPELINE EA 400.0000 800.00 0.000 0.00 034 REMOVE FENCE M 12.5000 15,750.00 520.000 6,500.00 035 REMOVE BARRICADE EA 100.0000 900.00 0.000 0.00 036 REMOVE METAL BEAM GUARD RAILING M 55.0000 660.00 0.000 0.00 (S) 037 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 11.0000 7,040.00 0.000 0.00 MARKING 038 REMOVE CHANNELIZERS EA 5.0000 225.00 0.000 0.00 039 REMOVE ROADSIDE SIGN EA 150.0000 2,550.00 0.000 0.00 040 REMOVE SIGN STRUCTURE EA 1,960.0000 1,960.00 0.000 0.00 (S) 041 REMOVE INLET EA 450.0000 2,700.00 0.000 0.00 042 REMOVE HEADWALL EA 500.0000 2,500.00 3.000 1,500.00 043 REMOVE BASE AND SURFACING M3 7.0000 13,860.00 0.000 0.00 044 MODIFY INLET EA 1,500.0000 7,500.00 0.000 0.00 045 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 38.0000 12,160.00 0.000 0.00 (S) (60 MM MAXIMUM) 046 REMOVE CONCRETE M3 20.0000 4,400.00 0.000 0.00 047 REMOVE CONCRETE BARRIER (TYPE K) M 30.0000 6,900.00 0.000 0.00 048 REMOVE CRASH CUSHION (SAND FILLED) EA 70.0000 840.00 0.000 0.00 (S) 049 CLEARING AND GRUBBING HA 1,300.0000 85,800.00 56.400 73,320.00 PROGRAM CAS145 PAGE 3 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE TREE EA 125.0000 12,250.00 32.000 4,000.00 051 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.035 3,500.00 0.360 36,000.00 052 ROADWAY EXCAVATION M3 1.8200 2,857,400.00 1,619,054.700 2,946,679.55 053 STRUCTURE EXCAVATION (BRIDGE) M3 17.0000 193,681.00 3,611.000 61,387.00 11,393.000 193,681.00 (F) 054 STRUCTURE EXCAVATION (TYPE D) M3 9.0000 28,440.00 960.000 8,640.00 3,160.000 28,440.00 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 11,475.00 425.000 11,475.00 425.000 11,475.00 (F) 056 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 402,850.00 1,281.500 64,075.00 1,746.500 87,325.00 (F) 057 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 36,000.00 0.000 0.00 (F) 058 SAND BACKFILL M3 70.0000 4,200.00 31.580 2,210.60 059 LEAN CONCRETE BACKFILL M3 75.0000 29,250.00 390.000 29,250.00 (F) 060 DITCH EXCAVATION M3 29.0000 17,980.00 347.755 10,084.90 061 IMPORTED BORROW M3 5.0000 175,000.00 0.000 0.00 062 NATIVE TOPSOIL M3 6.0000 132,000.00 27,500.000 165,000.00 (S) 063 ROCK BLANKET M2 60.0000 177,600.00 0.000 0.00 (S) 064 EROSION CONTROL (BLANKET) M2 5.3400 70,488.00 0.000 0.00 (S) 065 FIBER (EROSION CONTROL) KG 0.4400 32,164.00 2,700.000 1,188.00 29,400.000 12,936.00 (S) 066 FIBER ROLLS M 6.0000 223,800.00 29,628.500 177,771.00 (S) 067 COMPOST (EROSION CONTROL) KG 0.4400 34,320.00 2,880.000 1,267.20 31,236.000 13,743.84 (S) 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 3,200.00 1.000 400.00 3.000 1,200.00 (S) 069 MOVE-IN/MOVE-OUT EA 400.0000 2,800.00 4.000 1,600.00 (S) (TEMPORARY EROSION CONTROL) 070 PURE LIVE SEED (EROSION CONTROL) KG 98.0000 16,660.00 0.000 0.00 (S) (TYPE 1) 071 PURE LIVE SEED (EROSION CONTROL) KG 62.0000 42,780.00 14.400 892.80 403.200 24,998.40 (S) (TYPE 2) 072 PURE LIVE SEED (EROSION CONTROL) KG 187.0000 20,570.00 19.110 3,573.57 66.300 12,398.10 (S) (TYPE 3) 073 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 21,300.00 19.800 1,405.80 (S) (TYPE 4) 074 PURE LIVE SEED (EROSION CONTROL) KG 575.0000 6,325.00 0.000 0.00 (S) (TYPE 5) 075 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 2,440.00 45.000 90.00 489.000 978.00 (S) 076 STABILIZING EMULSION (EROSION CONTROL) KG 1.7000 12,444.00 270.000 459.00 2,934.000 4,987.80 (S) PROGRAM CAS145 PAGE 4 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT ESTABLISHMENT WORK LS 35,000.0000 35,000.00 0.000 0.00 (S) 078 TRUCK WATERING LS 25,000.0000 25,000.00 0.000 0.00 (S) 079 IRRIGATION SYSTEM LS 95,000.0000 95,000.00 0.000 0.00 (S) 080 NPS 3 SUPPLY LINE (BRIDGE) M 140.0000 160,580.00 75.000 10,500.00 081 WATER METER EA 26,000.0000 182,000.00 0.000 0.00 (S) 082 50 MM BACKFLOW PREVENTER ASSEMBLY EA 2,800.0000 2,800.00 0.000 0.00 (S) 083 200 MM CORRUGATED HIGH DENSITY M 90.0000 101,700.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 084 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0.00 085 CLASS 2 AGGREGATE BASE M3 25.0000 2,407,500.00 169.300 4,232.50 086 ASPHALT TREATED PERMEABLE BASE M3 65.0000 638,950.00 0.000 0.00 087 ASPHALT CONCRETE (TYPE A) TONN 49.2000 2,135,280.00 0.000 0.00 088 PAVEMENT REINFORCING FABRIC M2 7.0000 2,310.00 0.000 0.00 089 PLACE ASPHALT CONCRETE DIKE M 2.3000 12,880.00 0.000 0.00 090 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 63,450.00 0.000 0.00 AREA) 091 ASPHALTIC EMULSION TONN 250.0000 6,750.00 0.000 0.00 (FOG SEAL COAT AND PAINT BINDER) 092 CONCRETE PAVEMENT M3 115.0000 2,610,500.00 0.000 0.00 093 SEAL PAVEMENT JOINT M 2.5000 81,250.00 0.000 0.00 094 FURNISH STEEL PILING (HP 250 X 62) M 32.0000 51,936.00 1,543.495 49,391.84 095 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 97,900.00 89.000 97,900.00 (S) 096 FURNISH STEEL PILING (HP 250 X 85) M 42.0000 74,592.00 1,768.027 74,257.13 097 DRIVE STEEL PILE (HP 250 X 85) EA 1,100.0000 110,000.00 100.000 110,000.00 (S) 098 FURNISH STEEL PILING (HP 360 X 174) M 124.0000 13,516.00 109.728 13,606.27 099 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 313,180.00 2,218.230 310,552.20 (S) PILING 100 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 920.0000 61,640.00 67.200 61,824.00 (S) PILING 101 FURNISH PILING (CLASS 625C) M 77.0000 90,321.00 457.000 35,189.00 457.000 35,189.00 (ALTERNATIVE V) 102 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 1,100.0000 140,800.00 64.000 70,400.00 64.000 70,400.00 (S) 103 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.052 26,000.00 0.107 53,500.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 865,500.00 586.950 176,085.00 2,199.150 659,745.00 (F) 105 STRUCTURAL CONCRETE, BRIDGE M3 390.0000 5,951,790.00 1,458.690 568,889.10 3,867.150 1,508,188.50 (F) 106 STRUCTURAL CONCRETE, RETAINING WALL M3 370.0000 71,780.00 0.000 0.00 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 385,200.00 0.000 0.00 (F) (TYPE N) 108 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 92,820.00 8.750 6,825.00 80.082 62,463.96 (F) 109 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 700.0000 105,700.00 5.820 4,074.00 19.760 13,832.00 (F) 110 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 347,400.00 37.830 34,047.00 171.527 154,374.30 (F) 111 MINOR CONCRETE (MINOR STRUCTURE) M3 290.0000 128,180.00 0.000 0.00 (F) (CONRETE ENCASEMENT) 112 FRACTURED RIB TEXTURE M2 75.0000 45,450.00 38.000 2,850.00 280.000 21,000.00 (F) 113 COBBLESTONE TEXTURE M2 150.0000 25,650.00 0.000 0.00 (F) 114 SOUND WALL (MASONRY BLOCK) M2 190.0000 385,130.00 0.000 0.00 (F) 115 300 MM CUT-OFF WALL EA 5,800.0000 11,600.00 0.000 0.00 116 600 MM CUT-OFF WALL EA 3,700.0000 14,800.00 0.000 0.00 117 900 MM CUT-OFF WALL EA 6,000.0000 18,000.00 0.000 0.00 118 JOINT SEAL (MR 30 MM) M 130.0000 6,760.00 0.000 0.00 (S) 119 JOINT SEAL ASSEMBLY (MR 70 MM) M 520.0000 16,120.00 0.000 0.00 (S) 120 JOINT SEAL ASSEMBLY (MR 100 MM) M 560.0000 35,280.00 0.000 0.00 (S) 121 JOINT SEAL (MR 40 MM) M 160.0000 18,240.00 0.000 0.00 (S) 122 JOINT SEAL (MR 50 MM) M 170.0000 30,940.00 0.000 0.00 (S) 123 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 2,261,794.20 270,363.458 256,845.29 877,790.795 833,901.26 (SF) 124 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 11,560.00 0.000 0.00 (SF) 125 WELDED HEADED BAR REINFORCEMENT EA 100.0000 60,200.00 672.000 67,200.00 126 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 27,408.00 0.000 0.00 (S) WITH WALKWAY) 127 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 13,704.00 0.000 0.00 (SF)WITH WALKWAY) 128 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 90,525.00 0.000 0.00 (SF) 129 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.2000 3,621.00 0.000 0.00 (SF) 130 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.6000 10,360.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.4000 2,590.00 0.000 0.00 (SF) 132 FURNISH SIGN STRUCTURE (TRUSS) KG 5.2000 31,096.00 0.000 0.00 (SF) 133 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 2,990.00 0.000 0.00 (SF) 134 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 19,200.00 0.000 0.00 (SF)CONCRETE PILE (SIGN FOUNDATION) 135 1070 MM CAST-IN-DRILLED-HOLE M 830.0000 22,410.00 0.000 0.00 (SF)CONCRETE PILE (SIGN FOUNDATION) 136 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 0.000 0.00 137 ROADSIDE SIGN - TWO POST EA 1,050.0000 3,150.00 0.000 0.00 138 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 3,600.00 0.000 0.00 METHOD) 139 INSTALL 1500 MM HIGH DENSITY M 240.0000 81,600.00 331.800 79,632.00 POLYETHYLENE PIPE 140 450 MM REINFORCED CONCRETE PIPE M 110.0000 6,050.00 22.100 2,431.00 141 600 MM REINFORCED CONCRETE PIPE M 140.0000 394,800.00 165.600 23,184.00 1,455.300 203,742.00 142 750 MM REINFORCED CONCRETE PIPE M 270.0000 91,800.00 132.214 35,697.78 143 900 MM REINFORCED CONCRETE PIPE M 240.0000 52,800.00 68.100 16,344.00 241.100 57,864.00 144 1050 MM REINFORCED CONCRETE PIPE M 315.0000 94,500.00 294.600 92,799.00 145 1200 MM REINFORCED CONCRETE PIPE M 455.0000 168,350.00 366.503 166,758.87 146 1500 MM REINFORCED CONCRETE PIPE M 480.0000 139,200.00 285.300 136,944.00 147 600 MM BITUMINOUS COATED CORRUGATED M 180.0000 88,200.00 223.396 40,211.28 STEEL PIPE (3.51 MM THICK) 148 900 MM BITUMINOUS COATED CORRUGATED M 325.0000 9,425.00 4.700 1,527.50 STEEL PIPE (3.51 MM THICK) 149 1350 MM BITUMINOUS COATED CORRUGATED M 450.0000 63,000.00 0.000 0.00 STEEL PIPE (3.51 MM THICK) 150 1800 MM BITUMINOUS COATED CORRUGATED M 635.0000 88,900.00 0.000 0.00 STEEL PIPE (3.51 MM THICK) 151 150 MM PERFORATED PLASTIC PIPE M 47.0000 160,740.00 578.000 27,166.00 1,534.000 72,098.00 UNDERDRAIN 152 200 MM PERFORATED PLASTIC M 60.0000 151,800.00 2,514.100 150,846.00 PIPE UNDERDRAIN 153 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 220,000.00 0.000 0.00 154 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 36.0000 97,920.00 0.000 0.00 155 PULL BOX (EDGE DRAIN) EA 150.0000 8,550.00 0.000 0.00 156 200 MM CORRUGATED PLASTIC PIPE M 46.0000 7,360.00 0.000 0.00 DOWNDRAIN 157 600 MM BITUMINOUS COATED CORRUGATED M 178.0000 89,000.00 322.500 57,405.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) PROGRAM CAS145 PAGE 7 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 900 MM BITUMINOUS COATED CORRUGATED M 255.0000 7,140.00 17.700 4,513.50 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 159 50 MM COMBINATION AIR AND VACUUM VALVE EA 1,700.0000 11,900.00 0.000 0.00 160 100 MM COMBINATION AIR AND VACUUM VALVE EA 2,900.0000 5,800.00 0.000 0.00 161 600 MM BUTTERFLY VALVE EA 8,700.0000 34,800.00 0.000 0.00 162 3 ANODE CATHODIC TEST STATION EA 1,900.0000 11,400.00 0.000 0.00 163 CATHODIC TEST STATION - 2 WIRE EA 975.0000 1,950.00 0.000 0.00 164 750 MM BUTTERFLY VALVE EA 10,400.0000 20,800.00 0.000 0.00 165 25 MM COMBINATION AIR AND VACUUM VALVE EA 1,400.0000 5,600.00 0.000 0.00 166 300 MM DUCTILE IRON PIPE CLASS 53 WITH M 330.0000 82,500.00 0.000 0.00 RESTRAINED JOINT 167 300 MM POLYVINYL CHLORIDE CLASS 150 M 350.0000 5,600.00 0.000 0.00 168 380 MM SDR 35 POLYVINYL CHLORIDE PIPE M 105.0000 16,800.00 153.200 16,086.00 169 ANCHOR BLOCK EA 720.0000 3,600.00 0.000 0.00 170 300 MM FLEXIBLE EXPANSION JOINT WITH EA 5,600.0000 22,400.00 4.000 22,400.00 4.000 22,400.00 MECHANICAL JOINT ENDS 171 450 MM WELDED STEEL PIPE (9.53 MM THICK) M 304.0000 15,200.00 0.000 0.00 172 ACCESS MANHOLE BURIED EA 1,100.0000 1,100.00 0.000 0.00 173 ACCESS MANHOLE NON-BURIED EA 3,800.0000 11,400.00 0.000 0.00 174 TELEVISION INSPECTION LS 11,000.0000 11,000.00 0.500 5,500.00 175 300 MM DUCTILE IRON PIPE CLASS 250 M 380.0000 60,800.00 0.000 0.00 176 300 MM POLYVINYL CHLORIDE C-900 M 190.0000 45,600.00 0.000 0.00 RECYCLED WATER PIPELINE 177 600 MM CEMENT MORTAR LINED AND TAPE M 316.0000 401,320.00 0.000 0.00 COATED (4.00 MM THICK) STEEL RECYCLED WATER 178 750 MM CEMENT MORTAR LINED AND TAPE M 572.0000 91,520.00 0.000 0.00 COATED (12.5 MM THICK) STEEL RECYCLED WATER 179 900 MM CEMENT MORTAR LINED AND TAPE M 700.0000 112,000.00 0.000 0.00 COATED (12.5 MM THICK) STEEL RECYCLED WATER 180 900 MM REINFORCED CONCRETE PIPE RISER M 400.0000 10,000.00 3.060 1,224.00 3.060 1,224.00 181 100 MM GATE VALVE EA 670.0000 3,350.00 0.000 0.00 182 150 MM GATE VALVE EA 680.0000 1,360.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 183 300 MM GATE VALVE EA 1,900.0000 3,800.00 0.000 0.00 184 50 MM BLOW-OFF ASSEMBLY EA 1,720.0000 6,880.00 0.000 0.00 185 100 MM BLOW-OFF ASSEMBLY EA 2,200.0000 13,200.00 0.000 0.00 186 150 MM BLOW-OFF ASSEMBLY EA 2,400.0000 4,800.00 0.000 0.00 187 600 MM STEEL PIPE SLEEVE M 388.0000 62,080.00 151.790 58,894.52 (S) 188 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 80.0000 9,600.00 12.316 985.28 20.756 1,660.48 189 ROCK SLOPE PROTECTION M3 57.0000 107,160.00 8.800 501.60 (FACING, METHOD B) 190 ROCK SLOPE PROTECTION M3 85.0000 2,125.00 2.590 220.15 (BACKING NO. 2, METHOD B) 191 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 32,400.00 0.000 0.00 192 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 75.0000 9,000.00 0.000 0.00 193 SLOPE PAVING (CONCRETE) M3 300.0000 99,900.00 0.000 0.00 (F) 194 SLOPE PAVING (COBBLE) M2 30.0000 66,120.00 0.000 0.00 (F) 195 MINOR CONCRETE (DITCH LINING) M3 447.0000 107,280.00 128.877 57,608.02 196 MINOR CONCRETE (SLOPE PROTECTION) M3 275.0000 79,750.00 0.000 0.00 197 ROCK SLOPE PROTECTION FABRIC M2 1.0000 4,010.00 36.360 36.36 93.570 93.57 198 MINOR CONCRETE (MISCELLANEOUS M3 317.0000 199,710.00 0.000 0.00 CONSTRUCTION) 199 MISCELLANEOUS IRON AND STEEL KG 1.0000 19,574.00 0.000 0.00 (SF) 200 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 63,708.00 301.000 1,204.00 4,226.000 16,904.00 (SF) 201 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 739,200.00 0.000 0.00 (S) VINYL-CLAD) 202 CHAIN LINK FENCE M 126.0000 103,320.00 0.000 0.00 (S) (TYPE CL 3.6, VINYL CLAD) 203 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 500.0000 2,500.00 0.000 0.00 (S) VINYL-CLAD) 204 4.3 M CHAIN LINK GATE EA 1,250.0000 1,250.00 0.000 0.00 (TYPE CL - 1.8, VINYL CLAD) 205 DELINEATOR (CLASS 1) EA 50.0000 3,150.00 0.000 0.00 206 MILEPOST MARKER EA 200.0000 1,600.00 0.000 0.00 207 GUARD RAILING DELINEATOR EA 16.0000 1,392.00 0.000 0.00 (S) 208 METAL BEAM GUARD RAILING M 72.0000 136,080.00 0.000 0.00 (S) 209 ALUMINUM BRIDGE RAILING M 333.0000 120,546.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 9 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 210 CHAIN LINK RAILING (TYPE 7) M 123.0000 25,953.00 0.000 0.00 (SF) 211 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 94.0000 97,948.00 0.000 0.00 (F) 212 CONCRETE BARRIER (TYPE 25) M 80.0000 167,520.00 0.000 0.00 (F) 213 CONCRETE BARRIER (TYPE BP 25) M 100.0000 38,100.00 0.000 0.00 (F) 214 CONCRETE BARRIER (TYPE BP25 B) M 215.0000 118,250.00 0.000 0.00 215 CONCRETE BARRIER (TYPE 29) M 200.0000 64,400.00 0.000 0.00 (F) 216 CABLE RAILING M 76.0000 9,120.00 0.000 0.00 (S) 217 TERMINAL SECTION (TYPE B) EA 150.0000 3,300.00 0.000 0.00 (S) 218 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 35,700.00 0.000 0.00 (S) 219 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 616.0000 9,240.00 0.000 0.00 (S) 220 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 885.0000 9,735.00 0.000 0.00 (S) 221 RETURN SECTION EA 45.0000 450.00 0.000 0.00 (S) 222 CRASH CUSHION, SAND FILLED EA 410.0000 11,480.00 0.000 0.00 (S) 223 CRASH CUSHION (TYPE CAT) EA 5,350.0000 53,500.00 0.000 0.00 (S) 224 CRASH CUSHION (TYPE CAT) BACKUP EA 355.0000 3,550.00 0.000 0.00 (S) 225 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 0.000 0.00 (S) 226 CONCRETE BARRIER (TYPE BP 732) M 140.0000 50,120.00 0.000 0.00 (F) 227 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 5,940.00 0.000 0.00 (S) 228 150 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 105.00 0.000 0.00 (S) 229 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5500 5,253.00 0.000 0.00 (S) 230 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 1,242.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 231 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 350.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 232 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 16,170.00 0.000 0.00 (S) 233 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 6,149.00 0.000 0.00 (S) 234 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 8,820.00 0.000 0.00 (S) 235 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.000 0.00 (S) 236 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 10 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 237 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 0.038 2,280.00 (S) 238 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.000 0.00 (S) 239 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 2,500.00 0.000 0.00 240 LIGHTING CONDUIT (BRIDGE) M 20.0000 29,000.00 0.000 0.00 (S) 241 SPRINKLER CONTROL CONDUIT (BRIDGE) M 20.0000 36,400.00 0.000 0.00 (S) 242 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.000 0.00 (S) 243 TRAFFIC MONITORING STATION (LOCATION 2) LS 6,000.0000 6,000.00 0.000 0.00 (S) 244 TRAFFIC MONITORING STATION (LOCATION 3) LS 6,000.0000 6,000.00 0.000 0.00 (S) 245 TRAFFIC MONITORING STATION (LOCATION 4) LS 10,000.0000 10,000.00 0.000 0.00 (S) 246 TRAFFIC MONITORING STATION (LOCATION 5) LS 6,000.0000 6,000.00 0.000 0.00 (S) 247 TRAFFIC MONITORING STATION (LOCATION 6) LS 6,000.0000 6,000.00 0.000 0.00 (S) 248 COMMUNICATION CONDUIT LS 100,000.0000 100,000.00 0.034 3,400.00 (S) 249 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 250 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.000 0.00 (S) 251 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.000 0.00 (S) 252 REMOVE FLASHING BEACON AND LIGHTING LS 2,500.0000 2,500.00 0.000 0.00 (S) 253 BICYCLE BARRIER POST EA 450.0000 6,300.00 0.000 0.00 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 255 JACKED 600 MM BITUMINOUS COATED M 970.0000 29,100.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 256 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 10.0000 120,000.00 806.000 8,060.00 PROGRAM CAS145 PAGE 11 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 07:37 AM ESTIMATE NO. 11 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 05/20/03 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,529,430.60 10,279,031.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 30,623.22 238,722.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,560,053.82 10,517,754.62 257 MOBILIZATION LS 4000,000.0000 4,000,000.00 0.950 3,800,000.00 ORIGINAL CONTRACT AMOUNT 41,087,083.20 TOTAL WORK COMPLETED 1,560,053.82 14,317,754.62 MATERIALS ON HAND ON SITE 387,043.47 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 9,275.86 -724.14 TOTAL 1,569,329.68 14,704,073.95 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 12/24/03 162 28 0 0 32% 29% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/03