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 07/22/04 EST. NO.26 TIME 02:01 PM R.E. NAME: WILLIAMSON, JOHN 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 0028 164.79 E.W. @ F.A.(+) 060304 N 1150.0 0029 156.50 060404 N 1154.0 004 0017 178.45 E.W. @ F.A.(+) 060404 N 1153.0 005 0002 142,525.51 A.C. @ U.P.(+) 072104 N 0002 0 011 0091 71.28 E.W. @ F.A.(+) 030104 N 1018.1 018 0001 2,500,000.00 A.C. @ L.S.(+) 071904 N 1170 0 036 0071 6,085.09 E.W. @ F.A.(+) 051804 N 1105.0 0072 2,113.42 051904 N 1106.0 0073 5,952.18 051904 N 1107.0 0074 1,758.43 052004 N 1108.0 0075 6,111.22 052004 N 1109.0 0076 1,637.47 052404 N 1114.0 0084 919.87 041404 N 1155.0 0085 3,865.50 033104 N 1051.0 0086 8,909.13 040504 N 1053.0 0087 1,881.06 051804 N 1104.0 0088 35,750.86 040504 N 1053.1 0090 3,114.46 050404 N 1092.1 0091 3,050.58 052104 N 1111.0 0092 711.74 052604 N 1120.1 0093 1,005.40 030904 N 1169.0 044 0003 342.86 E.W. @ F.A.(+) 050404 N 1091.0 0004 470.80 041204 N 1157.0 049 0058 168.32 E.W. @ F.A.(+) 052404 N 1113.0 0059 207.69 052504 N 1115.0 0060 45.89 052604 N 1119.0 0061 319.42 060104 N 1128.0 0062 249.08 050404 N 1093.1 0063 31.36 050604 N 1094.1 0064 235.21 052404 N 1113.1 0065 141.13 052604 N 1119.1 0066 1,646.49 060204 N 1146.1 0067 83.78 042104 N 1158.0 0068 606.86 042804 N 1159.0 0069 222.00 042904 N 1160.0 0070 387.57 043004 N 1161.0 0071 467.35 060704 N 1162.0 0072 1,465.12 060804 N 1168.0 054 0014 126.45 E.W. @ F.A.(+) 052704 N 1122.0 0015 302.48 052804 N 1126.0 0016 255.09 060104 N 1129.0 0017 61.62 052804 N 1046.0 059 0008 931.67 E.W. @ F.A.(+) 033004 N 1027.1 0009 291.51 032604 N 1023.1 2,735,022.69 TOTAL THIS ESTIMATE 2,395,127.68 TOTAL PREVIOUS ESTIMATE 5,130,150.37 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 07/22/04 EST. NO.26 TIME 02:01 PM R.E. NAME: WILLIAMSON, JOHN 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 OUT-OF-SPEC CONC -680.69 22 0.00 -1,404.83 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 O/S PRS DEC -10,000.00 19 O/S PRS JAN -10,000.00 21 PRS RECD OCT 10,000.00 21 O/S PRS FEB -10,000.00 22 PRS RECD DEC 10,000.00 22 O/S PRS MARCH -10,000.00 23 PRS RECD JAN 10,000.00 23 O/S PRS APRIL -10,000.00 24 O/S PRS MAY -10,000.00 25 O/S PRS JUNE -10,000.00 26 -10,000.00 -50,000.00 TOTAL DEDUCTIONS -10,000.00 -51,404.83 PROGRAM CAS145 PAGE 1 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 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 0.750 37,500.00 02 ELECTRONIC MOBILE DIARY COMPUTER SYSTEM LS 10,000.0000 10,000.00 0.034 340.00 0.547 5,470.00 DATA DELIVERY 03 TIME-RELATED OVERHEAD WDAY 3,600.0000 2,016,000.00 21.000 75,600.00 435.000 1,566,000.00 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 62.600 5,947.00 07 TEMPORARY ASPHALT CONCRETE APRON EA 1,100.0000 3,300.00 2.000 2,200.00 08 TEMPORARY INLET EA 2,400.0000 7,200.00 2.000 4,800.00 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 1.000 3,200.00 1.000 3,200.00 12 TEMPORARY 50 MM COMBINATION AIR AND EA 2,400.0000 2,400.00 1.000 2,400.00 1.000 2,400.00 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 0.137 25,345.00 0.823 152,255.00 15 TEMPORARY EROSION CONTROL HA 4,112.0000 822,400.00 39.568 162,703.62 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 7,873.000 78,730.00 18 TEMPORARY CONCRETE WASHOUT EA 1,100.0000 25,300.00 15.000 16,500.00 19 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,900.0000 69,600.00 12.250 35,525.00 20 TEMPORARY DESILTING BASIN EA 26,000.0000 156,000.00 5.000 130,000.00 21 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.161 2,576.00 0.857 13,712.00 S) 22 TRAFFIC CONTROL SYSTEM LS 16,000.0000 16,000.00 0.154 2,464.00 0.893 14,288.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 64.000 5,760.00 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 3,892.460 14,402.10 S) 26 TEMPORARY PAVEMENT MARKING (TAPE) M2 72.0000 1,080.00 17.360 1,249.92 S) 27 TRAFFIC PLASTIC DRUMS EA 220.0000 88,000.00 18.000 3,960.00 300.000 66,000.00 S) 28 TEMPORARY PAVEMENT MARKER EA 3.4000 1,836.00 286.000 972.40 S) 29 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 48,000.00 0.614 7,368.00 3.571 42,852.00 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 1,695.800 16,958.00 4,777.800 47,778.00 S) 32 ABANDON CULVERT EA 700.0000 5,600.00 1.000 700.00 7.000 4,900.00 33 ABANDON PIPELINE EA 400.0000 800.00 0.000 0.00 34 REMOVE FENCE M 12.5000 15,750.00 1,253.320 15,666.50 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 7,040.00 538.600 5,924.60 640.000 7,040.00 MARKING 38 REMOVE CHANNELIZERS EA 5.0000 225.00 0.000 0.00 39 REMOVE ROADSIDE SIGN EA 150.0000 2,550.00 4.000 600.00 17.000 2,550.00 40 REMOVE SIGN STRUCTURE EA 1,960.0000 1,960.00 1.000 1,960.00 S) 41 REMOVE INLET EA 450.0000 2,700.00 4.000 1,800.00 42 REMOVE HEADWALL EA 500.0000 2,500.00 5.000 2,500.00 43 REMOVE BASE AND SURFACING M3 7.0000 13,860.00 1,045.000 7,315.00 44 MODIFY INLET EA 1,500.0000 7,500.00 4.000 6,000.00 4.000 6,000.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 38.0000 12,160.00 113.100 4,297.80 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 6,900.00 213.500 6,405.00 213.500 6,405.00 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 66.000 85,800.00 PROGRAM CAS145 PAGE 3 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.139 13,900.00 0.904 90,400.00 52 ROADWAY EXCAVATION M3 1.8200 2,857,400.00 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 402,850.00 279.250 13,962.50 8,057.000 402,850.00 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 17,980.00 506.254 14,681.37 61 IMPORTED BORROW M3 5.0000 175,000.00 101,218.400 506,092.00 62 NATIVE TOPSOIL M3 6.0000 132,000.00 27,500.000 165,000.00 S) 63 ROCK BLANKET M2 60.0000 177,600.00 794.000 47,640.00 794.000 47,640.00 S) 64 EROSION CONTROL (BLANKET) M2 5.3400 70,488.00 6,535.000 34,896.90 6,535.000 34,896.90 S) 65 FIBER (EROSION CONTROL) KG 0.4400 32,164.00 15,465.750 6,804.93 55,432.650 24,390.37 S) 66 FIBER ROLLS M 6.0000 223,800.00 4,087.800 24,526.80 46,804.670 280,828.02 S) 67 COMPOST (EROSION CONTROL) KG 0.4400 34,320.00 16,496.800 7,258.59 59,123.360 26,014.28 S) 68 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 3,200.00 7.000 2,800.00 S) 69 MOVE-IN/MOVE-OUT EA 400.0000 2,800.00 7.000 2,800.00 S) (TEMPORARY EROSION CONTROL) 70 PURE LIVE SEED (EROSION CONTROL) KG 98.0000 16,660.00 131.625 12,899.25 131.625 12,899.25 S) (TYPE 1) 71 PURE LIVE SEED (EROSION CONTROL) KG 62.0000 42,780.00 58.320 3,615.84 643.791 39,915.04 S) (TYPE 2) 72 PURE LIVE SEED (EROSION CONTROL) KG 187.0000 20,570.00 118.451 22,150.34 S) (TYPE 3) 73 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 21,300.00 19.485 1,383.44 39.285 2,789.24 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 2,440.00 257.763 515.53 923.878 1,847.76 S) 76 STABILIZING EMULSION (EROSION CONTROL) KG 1.7000 12,444.00 1,546.575 2,629.18 5,543.225 9,423.48 S) PROGRAM CAS145 PAGE 4 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 160,580.00 338.253 47,355.42 1,225.746 171,604.44 81 WATER METER EA 26,000.0000 182,000.00 1.000 26,000.00 1.000 26,000.00 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 101,700.00 583.880 52,549.20 1,147.560 103,280.40 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 22,985.000 574,625.00 105,192.080 2,629,802.00 86 ASPHALT TREATED PERMEABLE BASE M3 65.0000 638,950.00 10,146.351 659,512.82 87 ASPHALT CONCRETE (TYPE A) TONN 49.2000 2,135,280.00 18,805.560 925,233.55 54,321.800 2,672,632.56 88 PAVEMENT REINFORCING FABRIC M2 7.0000 2,310.00 23.400 163.80 89 PLACE ASPHALT CONCRETE DIKE M 2.3000 12,880.00 2,729.420 6,277.67 3,500.520 8,051.20 90 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 63,450.00 3,707.420 55,611.30 4,297.420 64,461.30 AREA) 91 ASPHALTIC EMULSION TONN 250.0000 6,750.00 2.810 702.50 (FOG SEAL COAT AND PAINT BINDER) 92 CONCRETE PAVEMENT M3 115.0000 2,610,500.00 22,819.924 2,624,291.26 93 SEAL PAVEMENT JOINT M 2.5000 81,250.00 33,899.600 84,749.00 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 2,236.140 313,059.60 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 1.000 500,000.00 S) PROGRAM CAS145 PAGE 5 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 780.00 15,264.819 5,953,279.41 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 1,284.000 385,200.00 F) (TYPE N) 08 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 92,820.00 93.832 73,188.96 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 32.980 29,682.00 430.093 387,083.70 F) 11 MINOR CONCRETE (MINOR STRUCTURE) M3 290.0000 128,180.00 358.000 103,820.00 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 25,650.00 171.000 25,650.00 F) 14 SOUND WALL (MASONRY BLOCK) M2 190.0000 385,130.00 425.000 80,750.00 2,027.000 385,130.00 F) 15 300 MM CUT-OFF WALL EA 5,800.0000 11,600.00 2.000 11,600.00 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 3.000 18,000.00 18 JOINT SEAL (MR 30 MM) M 130.0000 6,760.00 51.550 6,701.50 S) 19 JOINT SEAL ASSEMBLY (MR 70 MM) M 520.0000 16,120.00 31.814 16,543.28 S) 20 JOINT SEAL ASSEMBLY (MR 100 MM) M 560.0000 35,280.00 63.300 35,448.00 63.300 35,448.00 S) 21 JOINT SEAL (MR 40 MM) M 160.0000 18,240.00 32.790 5,246.40 112.590 18,014.40 S) 22 JOINT SEAL (MR 50 MM) M 170.0000 30,940.00 40.360 6,861.20 173.800 29,546.00 S) 23 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 2,261,794.20 2,381,489.000 2,262,414.55 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 4,568.000 27,408.00 S) WITH WALKWAY) 27 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 13,704.00 4,568.000 13,704.00 SF)WITH WALKWAY) 28 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 90,525.00 18,105.000 90,525.00 18,105.000 90,525.00 SF) 29 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.2000 3,621.00 18,105.000 3,621.00 18,105.000 3,621.00 SF) 30 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.6000 10,360.00 1,850.000 10,360.00 1,850.000 10,360.00 SF) PROGRAM CAS145 PAGE 6 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,850.000 2,590.00 1,850.000 2,590.00 SF) 32 FURNISH SIGN STRUCTURE (TRUSS) KG 5.2000 31,096.00 5,980.000 31,096.00 5,980.000 31,096.00 SF) 33 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 2,990.00 5,980.000 2,990.00 5,980.000 2,990.00 SF) 34 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 19,200.00 4.500 5,400.00 15.800 18,960.00 SF)CONCRETE PILE (SIGN FOUNDATION) 35 1070 MM CAST-IN-DRILLED-HOLE M 830.0000 22,410.00 13.400 11,122.00 26.800 22,244.00 SF)CONCRETE PILE (SIGN FOUNDATION) 36 ROADSIDE SIGN - ONE POST EA 250.0000 16,500.00 45.000 11,250.00 86.000 21,500.00 37 ROADSIDE SIGN - TWO POST EA 1,050.0000 3,150.00 14.000 14,700.00 15.000 15,750.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 3,600.00 4.000 720.00 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 62.000 6,820.00 41 600 MM REINFORCED CONCRETE PIPE M 140.0000 394,800.00 4,900.900 686,126.00 42 750 MM REINFORCED CONCRETE PIPE M 270.0000 91,800.00 348.200 94,014.00 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 40.900 7,362.00 370.096 66,617.28 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 2,303.600 108,269.20 UNDERDRAIN 52 200 MM PERFORATED PLASTIC M 60.0000 151,800.00 164.600 9,876.00 2,678.700 160,722.00 PIPE UNDERDRAIN 53 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 220,000.00 11,068.250 221,365.00 54 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 36.0000 97,920.00 680.860 24,510.96 2,720.000 97,920.00 55 PULL BOX (EDGE DRAIN) EA 150.0000 8,550.00 54.000 8,100.00 54.000 8,100.00 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 89,000.00 516.600 91,954.80 STEEL PIPE DOWNDRAIN (3.51 MM THICK) PROGRAM CAS145 PAGE 7 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.900 3,230.00 60 100 MM COMBINATION AIR AND VACUUM VALVE EA 2,900.0000 5,800.00 2.000 5,800.00 61 600 MM BUTTERFLY VALVE EA 8,700.0000 34,800.00 3.000 26,100.00 62 3 ANODE CATHODIC TEST STATION EA 1,900.0000 11,400.00 2.000 3,800.00 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 2.000 20,800.00 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 2.000 7,600.00 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 76 300 MM POLYVINYL CHLORIDE C-900 M 190.0000 45,600.00 64.900 12,331.00 232.900 44,251.00 RECYCLED WATER PIPELINE 77 600 MM CEMENT MORTAR LINED AND TAPE M 316.0000 401,320.00 600.550 189,773.80 COATED (4.00 MM THICK) STEEL RECYCLED WATER 78 750 MM CEMENT MORTAR LINED AND TAPE M 572.0000 91,520.00 186.500 106,678.00 COATED (12.5 MM THICK) STEEL RECYCLED WATER 79 900 MM CEMENT MORTAR LINED AND TAPE M 700.0000 112,000.00 161.695 113,186.50 COATED (12.5 MM THICK) STEEL RECYCLED WATER 80 900 MM REINFORCED CONCRETE PIPE RISER M 400.0000 10,000.00 1.000 400.00 13.270 5,308.00 81 100 MM GATE VALVE EA 670.0000 3,350.00 3.000 2,010.00 5.000 3,350.00 82 150 MM GATE VALVE EA 680.0000 1,360.00 2.000 1,360.00 PROGRAM CAS145 PAGE 8 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 6,600.00 3.000 6,600.00 86 150 MM BLOW-OFF ASSEMBLY EA 2,400.0000 4,800.00 2.000 4,800.00 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 9,600.00 226.975 18,158.00 89 ROCK SLOPE PROTECTION M3 57.0000 107,160.00 355.914 20,287.10 (FACING, METHOD B) 90 ROCK SLOPE PROTECTION M3 85.0000 2,125.00 3.951 335.84 (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 99,900.00 263.000 78,900.00 F) 94 SLOPE PAVING (COBBLE) M2 30.0000 66,120.00 1,814.000 54,420.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 447.0000 107,280.00 188.260 84,152.22 96 MINOR CONCRETE (SLOPE PROTECTION) M3 275.0000 79,750.00 193.500 53,212.50 677.100 186,202.50 97 ROCK SLOPE PROTECTION FABRIC M2 1.0000 4,010.00 1,243.621 1,243.62 98 MINOR CONCRETE (MISCELLANEOUS M3 317.0000 199,710.00 547.619 173,595.22 728.489 230,931.01 CONSTRUCTION) 99 MISCELLANEOUS IRON AND STEEL KG 1.0000 19,574.00 4,154.000 4,154.00 14,621.000 14,621.00 SF) 00 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 63,708.00 1,566.300 6,265.20 15,927.000 63,708.00 SF) 01 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 739,200.00 2,107.400 101,155.20 10,404.297 499,406.26 S) VINYL-CLAD) 02 CHAIN LINK FENCE M 126.0000 103,320.00 703.480 88,638.48 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 71.000 3,550.00 102.000 5,100.00 06 MILEPOST MARKER EA 200.0000 1,600.00 0.000 0.00 07 GUARD RAILING DELINEATOR EA 16.0000 1,392.00 15.000 240.00 126.000 2,016.00 S) 08 METAL BEAM GUARD RAILING M 72.0000 136,080.00 57.150 4,114.80 2,251.980 162,142.56 S) 09 ALUMINUM BRIDGE RAILING M 333.0000 120,546.00 214.000 71,262.00 362.000 120,546.00 SF) PROGRAM CAS145 PAGE 9 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,953.00 190.000 23,370.00 190.000 23,370.00 SF) 11 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 94.0000 97,948.00 62.000 5,828.00 952.000 89,488.00 F) 12 CONCRETE BARRIER (TYPE 25) M 80.0000 167,520.00 2,084.500 166,760.00 F) 13 CONCRETE BARRIER (TYPE BP 25) M 100.0000 38,100.00 268.500 26,850.00 F) 14 CONCRETE BARRIER (TYPE BP25 B) M 215.0000 118,250.00 554.100 119,131.50 15 CONCRETE BARRIER (TYPE 29) M 200.0000 64,400.00 290.000 58,000.00 F) 16 CABLE RAILING M 76.0000 9,120.00 32.700 2,485.20 S) 17 TERMINAL SECTION (TYPE B) EA 150.0000 3,300.00 30.000 4,500.00 S) 18 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 35,700.00 5.000 10,500.00 21.000 44,100.00 S) 19 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 616.0000 9,240.00 5.000 3,080.00 36.000 22,176.00 S) 20 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 885.0000 9,735.00 3.000 2,655.00 S) 21 RETURN SECTION EA 45.0000 450.00 3.000 135.00 S) 22 CRASH CUSHION, SAND FILLED EA 410.0000 11,480.00 28.000 11,480.00 S) 23 CRASH CUSHION (TYPE CAT) EA 5,350.0000 53,500.00 18.000 96,300.00 S) 24 CRASH CUSHION (TYPE CAT) BACKUP EA 355.0000 3,550.00 18.000 6,390.00 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 50,120.00 347.500 48,650.00 F) 27 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 5,940.00 133.280 3,598.56 220.000 5,940.00 S) 28 150 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 105.00 35.000 105.00 35.000 105.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5500 5,253.00 2,060.000 5,253.00 2,060.000 5,253.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 1,242.00 540.000 1,242.00 540.000 1,242.00 S) (BROKEN 3.66 M - 0.92 M) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 350.00 280.000 350.00 280.000 350.00 S) (BROKEN 5.18 M - 2.14 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.3000 16,170.00 50,088.800 15,026.64 53,900.000 16,170.00 S) 33 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 6,149.00 4,344.000 5,647.20 4,730.000 6,149.00 S) 34 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 8,820.00 2,646.000 7,408.80 3,150.000 8,820.00 S) 35 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.013 780.00 0.968 58,080.00 S) 36 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.020 1,200.00 0.976 58,560.00 S) PROGRAM CAS145 PAGE 10 DATE 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.811 48,660.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.068 6,800.00 0.996 99,600.00 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 1,348.000 26,960.00 S) 41 SPRINKLER CONTROL CONDUIT (BRIDGE) M 20.0000 36,400.00 1,677.000 33,540.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 1) LS 6,000.0000 6,000.00 0.583 3,498.00 1.000 6,000.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 2) LS 6,000.0000 6,000.00 0.267 1,602.00 0.867 5,202.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 3) LS 6,000.0000 6,000.00 1.000 6,000.00 1.000 6,000.00 S) 45 TRAFFIC MONITORING STATION (LOCATION 4) LS 10,000.0000 10,000.00 0.850 8,500.00 S) 46 TRAFFIC MONITORING STATION (LOCATION 5) LS 6,000.0000 6,000.00 0.267 1,602.00 1.000 6,000.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 6) LS 6,000.0000 6,000.00 1.000 6,000.00 S) 48 COMMUNICATION CONDUIT LS 100,000.0000 100,000.00 0.015 1,500.00 1.000 100,000.00 S) 49 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.939 46,950.00 S) 50 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.923 36,920.00 0.988 39,520.00 S) 51 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 0.652 19,560.00 0.951 28,530.00 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 07/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-172824 TIME 02:01 PM ESTIMATE NO. 26 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 07/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 07/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,009,557.38 35,005,388.97 ADJUSTMENT OF COMPENSATION 2,642,525.51 3,677,063.68 EXTRA WORK 92,497.18 1,453,086.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,744,580.07 40,135,539.34 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 5,744,580.07 44,135,539.34 MATERIALS ON HAND ON SITE 73,175.81 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -51,404.83 TOTAL 5,734,580.07 44,157,310.32 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 10/15/04 435 45 65 0 91% 70% PROGRESS IS SATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/04