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 10/22/03 EST. NO.28 TIME 08:41 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 0475 107.84 E.W. @ F.A.(+) 062603 N R165 0 0476 56.90 062503 N R166 0 0477 202.34 080403 N R164 0 0478 448.55 091503 N 1954 0 0479 138.86 091603 N 1957 0 0480 448.55 091703 N 1958 0 0481 96.42 091803 N 1960 0 0482 766.03 080703 N 85 0 0483 420.99 081103 N 86 0 0484 435.02 081203 N 87 0 0485 84.20 082503 N 88 0 0486 308.72 082703 N 89 0 0487 205.95 090803 N 90 0 0488 102.97 091803 N 91 0 0489 239.54 091903 N 92 0 0490 192.84 092903 N 1997 0 0491 192.83 093003 N 1998 0 0492 574.30 092203 N 1979 0 003 0022 488.40 E.W. @ U.P (+) 090103 N 1986 0 011 0265 949.79 E.W. @ F.A.(+) 040803 N 1992 0 0266 807.48 041703 N 1993 0 0267 240.14 041803 N 1994 0 0268 110.40 042103 N 1995 0 016 0147 555.63 E.W. @ F.A.(+) 091203 N 1946 0 0148 201.91 091303 N 1947 0 0149 382.79 092703 N 1982 0 0150 778.75 100103 N 2000 0 0151 676.89 100403 N 2013 0 026 0013 350.00 E.W. @ F.A.(+) 051203 N R157 0 0014 125.00 072003 N R156 0 028 0046 6,612.32 A.C. @ L.S.(+) 102003 N H28.46 031 0002 149.80 E.W. @ F.A.(+) 081203 N 1738 0 032 0008 4,445.32 A.C. @ U.P.(+) 102003 N GR32.9 034 0015 321.75 E.W. @ U.P (+) 090103 N 1951 0 0016 71.50 090103 N 1987 0 046 0069 268.83 E.W. @ F.A.(+) 100303 N 2004 0 0070 365.31 100303 N 2016 0 051 0023 635.90 E.W. @ F.A.(+) 082203 N 1937 0 054 0032 754.00 E.W. @ F.A.(+) 090503 N 1923 0 0033 1,005.68 100303 N 2008 0 0034 431.65 100403 N 2011 0 0035 486.96 100403 N 2012 0 0036 233.72 100403 N 2019 0 072 0008 147.92 E.W. @ F.A.(+) 080103 N 1652 0 0013 745.92 090803 N 1941 0 0014 1,021.63 090903 N 1943 0 073 0001 1,467.23 E.W. @ F.A.(+) 081503 Y R162 0 0002 753.98 073003 Y R160 0 076 0048 743.04 E.W. @ F.A.(+) 082703 N 1848 0 0049 6,484.52 081903 N 1948 0 0050 2,972.20 082603 N 1935 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/22/03 EST. NO.28 TIME 08:41 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 077 0001 16,250.00 E.W. @ L.S.(+) 100603 N GR77 0 57,059.21 TOTAL THIS ESTIMATE 3,734,182.55 TOTAL PREVIOUS ESTIMATE 3,791,241.76 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 10/22/03 EST. NO.28 TIME 08:41 AM R.E. NAME: MARQUEZ, PAMELA J. 10-3404U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEFICIENT AB THICKNS -306.90 13 ITEM 85 CIDH ANOMALY -328.13 17 OUT OF SPEC AB -3,600.00 21 ITEM 85 CIDH ANOMALY -3,218.50 23 OUT OF SPEC AB PVCUL -104.85 23 RESTAKE DS 64 -300.00 26 0.00 -7,858.38 LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 02 MISSING PYRLS -10,000.00 03 MISSING PYRLS RECD 20,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 -7,858.38 PROGRAM CAS145 PAGE 1 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 LOCATION PROGRESS ESTIMATE 10-TUO-108-R1.8/4.6 ----------------- GOODFELLOW HARRIS JOINT IN TUOLUMNE COUNTY NEAR SONORA FROM VENTURE 0.3 KM WEST OF SANGUINETTI OVERHEAD P O BOX 598 TO 0.5 KM EAST OF STANDARD ROAD WENATCHEE WA 98807 FED. AID NO. ACST-P108(37)E ,P-P108(37)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 0.150 3,000.00 0.750 15,000.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 816,000.00 20.000 34,000.00 327.000 555,900.00 03 TEMPORARY ENVIRONMENTAL FENCE M 20.0000 6,400.00 6,855.320 137,106.40 04 TEMPORARY CULVERT M 200.0000 14,800.00 0.000 0.00 05 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 150,000.0000 150,000.00 0.050 7,500.00 0.920 138,000.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.020 500.00 0.480 12,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.030 4,500.00 0.760 114,000.00 S) 09 TYPE III BARRICADE EA 200.0000 15,600.00 134.000 26,800.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.0000 180,800.00 31,595.930 252,767.44 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) M2 145.0000 14,065.00 406.150 58,891.75 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,500.00 91.000 3,185.00 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 6,800.00 2,164.000 10,820.00 S) 14 TEMPORARY SIGNAL SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.030 1,500.00 0.760 38,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 145,500.00 2,694.900 134,745.00 17 TEMPORARY CRASH CUSHION MODULE EA 430.0000 77,400.00 303.000 130,290.00 S) 18 ABANDON CULVERT EA 2,500.0000 45,000.00 40.000 100,000.00 19 ABANDON BOX CULVERT EA 7,000.0000 21,000.00 3.000 21,000.00 20 REMOVE FENCE M 4.5000 46,800.00 11,275.540 50,739.93 21 REMOVE TRAFFIC STRIPE M 2.5000 14,725.00 4,573.750 11,434.38 S) 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 5,720.00 252.700 5,559.40 S) PROGRAM CAS145 PAGE 2 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 5.0000 455.00 1,501.000 7,505.00 S) 24 REMOVE ROADSIDE SIGN EA 150.0000 7,650.00 3.000 450.00 24.000 3,600.00 25 REMOVE ROADSIDE SIGN PANEL EA 150.0000 300.00 2.000 300.00 26 REMOVE ASPHALT CONCRETE DIKE M 15.0000 16,800.00 939.720 14,095.80 27 REMOVE DRAINAGE FACILITY EA 500.0000 6,500.00 14.000 7,000.00 28 REMOVE INLET EA 500.0000 2,500.00 8.000 4,000.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 2.000 1,000.00 17.000 8,500.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 50,400.00 152.680 10,687.60 31 RESET ROADSIDE SIGN EA 100.0000 1,600.00 5.000 500.00 32 RELOCATE MAILBOX EA 150.0000 1,350.00 18.000 2,700.00 33 RELOCATE ROADSIDE SIGN EA 125.0000 625.00 4.500 562.50 34 ADJUST LOOP DETECTOR HANDHOLE TO GRADE EA 300.0000 2,100.00 0.000 0.00 35 MODIFY INLET EA 1,700.0000 1,700.00 1.000 1,700.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 32.0000 173,440.00 7,602.890 243,292.48 S) 37 REMOVE CONCRETE M3 100.0000 2,300.00 20.800 2,080.00 38 CLEAN BRIDGE DECK M2 4.0000 3,388.00 1,460.000 5,840.00 39 BRIDGE REMOVAL (PORTION) LS 25,000.0000 25,000.00 1.000 25,000.00 40 CLEARING AND GRUBBING LS 360,000.0000 360,000.00 1.000 360,000.00 41 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.011 495.00 0.883 39,735.00 42 ROADWAY EXCAVATION M3 6.1000 7,869,000.00 20,737.000 126,495.70 1,200,473.000 7,322,885.30 43 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 79,800.00 2,660.000 79,800.00 F) 44 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 410,000.00 1,640.000 410,000.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 6,750.00 457.000 6,855.00 46 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 157,625.00 1,779.200 115,648.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 48,600.00 810.000 48,600.00 48 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 5,840.00 145.300 11,624.00 WALL) 49 DITCH EXCAVATION M3 7.5000 153,750.00 683.200 5,124.00 12,200.300 91,502.25 PROGRAM CAS145 PAGE 3 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW M3 12.0000 2,664,000.00 0.000 0.00 51 IMPORTED MATERIAL (SHOULDER BACKING) TONN 75.0000 11,250.00 177.120 13,284.00 52 HIGHWAY PLANTING LS 175,000.0000 175,000.00 0.028 4,900.00 S) 53 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.100 1,000.00 0.200 2,000.00 54 DUFF HA 4,000.0000 220,000.00 0.691 2,764.00 S) 55 STRAW (EROSION CONTROL) TONN 385.0000 53,900.00 46.800 18,018.00 148.500 57,172.50 S) 56 FIBER (EROSION CONTROL) KG 0.4000 7,480.00 14,568.000 5,827.20 35,823.090 14,329.24 S) 57 COMPOST (EROSION CONTROL) KG 0.3000 18,090.00 64,340.100 19,302.03 170,623.800 51,187.14 S) 58 ROCK COLORIZATION M2 8.0000 212,800.00 0.000 0.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 71.0000 28,400.00 364.300 25,865.30 1,103.542 78,351.48 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2,660.00 5,413.300 3,789.31 14,333.120 10,033.18 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 3,000.00 2,004.200 2,004.20 5,273.120 5,273.12 S) 62 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0.00 S) 63 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.172 68,800.00 0.365 146,000.00 S) 64 WATER METER (LOCATION A) EA 32,500.0000 32,500.00 1.000 32,500.00 S) 65 WATER METER (LOCATION B) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 66 WATER METER (LOCATION C) EA 32,500.0000 32,500.00 1.000 32,500.00 S) 67 WATER METER (LOCATION D) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 68 WATER METER (LOCATION E) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 69 WATER METER (LOCATION F) EA 16,500.0000 16,500.00 1.000 16,500.00 S) 70 WATER METER (AT BOOSTER PUMP) EA 6,500.0000 6,500.00 1.000 6,500.00 S) 71 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.750 11,250.00 0.750 11,250.00 72 CLASS 2 AGGREGATE BASE M3 55.0000 2,354,000.00 7,945.880 437,023.40 42,861.440 2,357,379.20 73 ASPHALT TREATED PERMEABLE BASE M3 97.0000 439,410.00 1,355.770 131,509.69 3,758.400 364,564.80 74 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 39,000.00 521.200 156,360.00 75 ASPHALT CONCRETE TONN 65.0000 3,666,000.00 15,582.400 1,012,856.00 54,878.483 3,567,101.40 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 87.0000 1,052,700.00 12,011.770 1,045,023.99 PROGRAM CAS145 PAGE 4 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 42,750.00 48.960 1,224.00 446.119 11,152.98 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,520.00 506.940 2,027.76 3,653.540 14,614.16 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 2,200.00 57.600 230.40 221.250 885.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 35,520.00 1,978.440 7,913.76 6,177.950 24,711.80 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 3,920.00 197.000 788.00 810.000 3,240.00 82 ASPHALTIC EMULSION (PAINT BINDER) TONN 310.0000 37,200.00 24.200 7,502.00 80.832 25,057.92 83 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 21,285.00 379.600 20,878.00 84 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 75,600.00 42.000 75,600.00 S) 85 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 314.0000 669,134.00 1,879.331 590,109.93 S) PILING 86 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.387 123,840.00 S) 87 TIEDOWN ANCHOR EA 3,200.0000 51,200.00 16.000 51,200.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 399,300.00 1,331.000 399,300.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 570.0000 3,638,310.00 592.000 337,440.00 3,793.050 2,162,038.50 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 148,050.00 329.000 148,050.00 F) 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 8,000.00 10.000 8,000.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 243,200.00 143.000 114,400.00 F) (TYPE N) 93 CLASS 4 CONCRETE (BACKFILL) M3 225.0000 3,150.00 110.340 24,826.50 F) 94 CLASS 1 CONCRETE (MINOR STRUCTURE) M3 1,200.0000 190,800.00 91.500 109,800.00 F) 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 100,800.00 2.730 3,276.00 74.570 89,484.00 F) 96 DRILL AND BOND DOWEL M 150.0000 1,050.00 7.000 1,050.00 97 CLEAN EXPANSION JOINT M 100.0000 4,700.00 46.560 4,656.00 98 PTFE BEARING EA 4,500.0000 27,000.00 6.000 27,000.00 S) 99 JOINT SEAL (TYPE AL) M 150.0000 1,350.00 8.700 1,305.00 S) 00 JOINT SEAL (MR 30 MM) M 105.0000 1,470.00 14.000 1,470.00 S) 01 JOINT SEAL (MR 15 MM) M 110.0000 5,170.00 49.760 5,473.60 S) 02 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 28,600.00 0.000 0.00 S) 03 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 40,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 40 MM) M 170.0000 2,890.00 17.000 2,890.00 S) 05 JOINT SEAL (MR 50 MM) M 220.0000 6,160.00 28.000 6,160.00 S) 06 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 1,430,632.00 132,307.000 185,229.80 870,326.000 1,218,456.40 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,102.00 14,551.000 29,102.00 SF) 08 TREAT BRIDGE DECK M2 4.0000 3,388.00 1,467.000 5,868.00 F) 09 FURNISH BRIDGE DECK TREATMENT MATERIAL L 40.0000 13,560.00 608.000 24,320.00 10 ROADSIDE SIGN - ONE POST EA 190.0000 26,600.00 44.000 8,360.00 11 ROADSIDE SIGN - TWO POST EA 250.0000 4,000.00 4.000 1,000.00 12 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 250.00 0.000 0.00 METHOD) 13 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 100.00 0.000 0.00 EXISTING POST 14 INSTALL ROADSIDE SIGN EA 1,600.0000 12,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 15 2250 MM ALTERNATIVE PIPE CULVERT M 1,800.0000 16,200.00 9.100 16,380.00 S) 16 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 9,450.00 57.300 8,595.00 57.300 8,595.00 17 300 MM ALTERNATIVE PIPE CULVERT M 210.0000 16,380.00 165.400 34,734.00 18 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 256,800.00 1,226.560 294,374.40 19 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 364,000.00 1,370.800 383,824.00 20 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 23,700.00 102.900 30,870.00 21 900 MM ALTERNATIVE PIPE CULVERT M 330.0000 115,500.00 358.100 118,173.00 22 1050 MM ALTERNATIVE PIPE CULVERT M 750.0000 11,250.00 14.930 11,197.50 23 1200 MM ALTERNATIVE PIPE CULVERT M 800.0000 69,600.00 128.260 102,608.00 24 1350 MM ALTERNATIVE PIPE CULVERT M 900.0000 29,700.00 39.000 35,100.00 25 1800 MM ALTERNATIVE PIPE CULVERT M 1,350.0000 202,500.00 150.700 203,445.00 (TYPE A) 26 1800 MM ALTERNATIVE PIPE CULVERT M 900.0000 27,900.00 0.000 0.00 (TYPE B) 27 2100 MM ALTERNATIVE PIPE CULVERT M 950.0000 180,500.00 200.000 190,000.00 28 2400 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 84,000.00 0.000 0.00 29 200 MM CORRUGATED STEEL PIPE M 150.0000 78,000.00 449.262 67,389.30 (1.63 MM THICK) 30 300 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 4,500.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 150 MM NON-PERFORMATED STEEL PIPE M 120.0000 2,160.00 24.000 2,880.00 UNDERDRAIN 32 100 MM NON-PERFORATED PLASTIC PIPE M 105.0000 2,625.00 0.000 0.00 UNDERDRAIN 33 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 174,800.00 1,965.000 39,300.00 6,330.700 126,614.00 34 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 38.0000 79,420.00 344.100 13,075.80 1,275.910 48,484.58 35 ROCK DRAIN EA 5,300.0000 5,300.00 1.000 5,300.00 36 300 MM ALTERNATIVE PIPE UNDERDRAIN M 150.0000 67,500.00 691.400 103,710.00 37 300 MM ALTERNATIVE PIPE DOWNDRAIN M 180.0000 151,200.00 7.900 1,422.00 716.200 128,916.00 38 450 MM ALTERNATIVE PIPE DOWNDRAIN M 200.0000 17,400.00 165.400 33,080.00 39 300 MM CORRUGATED STEEL PIPE RISER M 375.0000 6,000.00 14.100 5,287.50 (2.01 MM THICK) 40 2100 MM ALTERNATIVE FLARED END SECTION EA 3,000.0000 3,000.00 1.000 3,000.00 41 300 MM ALTERNATIVE FLARED END SECTION EA 280.0000 14,840.00 2.000 560.00 54.000 15,120.00 42 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 10,200.00 44.000 13,200.00 43 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 10,850.00 29.000 10,150.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 3,000.00 4.000 2,000.00 45 900 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 13.000 7,800.00 46 1050 MM ALTERNATIVE FLARED END SECTION EA 900.0000 3,600.00 2.000 1,800.00 47 1200 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 48 1350 MM ALTERNATIVE FLARED END SECTION EA 1,350.0000 2,700.00 2.000 2,700.00 49 1800 MM ALTERNATIVE FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200.00 50 900 MM ALTERNATIVE PIPE INLET M 1,800.0000 106,200.00 58.070 104,526.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 30.0000 231,900.00 1,147.600 34,428.00 5,724.030 171,720.90 52 SLOPE PAVING (CONCRETE) M3 550.0000 49,500.00 0.000 0.00 F) 53 ROCK SLOPE PROTECTION FABRIC M2 2.0000 49,200.00 3,427.500 6,855.00 20,464.230 40,928.46 54 MINOR CONCRETE (CURB AND SIDEWALK) M3 800.0000 46,400.00 18.070 14,456.00 55 MINOR CONCRETE (GUTTER) M3 300.0000 2,100.00 6.600 1,980.00 56 MISCELLANEOUS IRON AND STEEL KG 2.0000 36,336.00 3,846.000 7,692.00 11,925.000 23,850.00 SF) 57 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 38,430.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 7 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 WELL DEVELOPMENT LS 3,500.0000 3,500.00 1.000 3,500.00 59 TESTING WELL HR 330.0000 2,640.00 30.000 9,900.00 60 DRILLING AND ENCASING WELL M 400.0000 18,400.00 137.200 54,880.00 61 WELL PUMP SYSTEM LS 5,700.0000 5,700.00 1.000 5,700.00 62 FENCE (TYPE WM, METAL POST) M 16.0000 83,520.00 2,420.000 38,720.00 S) 63 FENCE TYPE WM (DEER FENCE) M 28.0000 79,240.00 1,793.000 50,204.00 S) 64 CHAIN LINK FENCE (TYPE CL-1.2) M 35.0000 3,045.00 83.000 2,905.00 S) 65 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 39,550.00 280.000 9,800.00 280.000 9,800.00 S) 66 ONE WAY DEER GATE EA 2,800.0000 11,200.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 30.0000 14,100.00 57.000 1,710.00 68 METAL BEAM GUARD RAILING M 48.0000 111,840.00 1,152.760 55,332.48 S) 69 CONCRETE BARRIER (TYPE 25) M 140.0000 157,640.00 304.000 42,560.00 F) 70 CONCRETE BARRIER (TYPE 25B MODIFIED) M 300.0000 7,500.00 25.000 7,500.00 F) 71 CONCRETE BARRIER (TYPE 25R) M 1,000.0000 2,000.00 2.000 2,000.00 F) 72 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 4.000 14,800.00 S) 73 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 100,000.00 22.000 44,000.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 525.0000 5,775.00 4.000 2,100.00 S) 75 QUADGUARD CRASH CUSHION EA 18,000.0000 18,000.00 0.000 0.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 67,500.00 674.680 33,734.00 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 38,100.00 29,766.100 17,859.66 S) (SPRAYABLE) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,080.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,360.00 2,616.000 10,464.00 S) 80 SIGNAL AND LIGHTING (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 81 SIGNAL AND LIGHTING (LOCATION 2) LS 70,000.0000 70,000.00 0.440 30,800.00 0.650 45,500.00 S) 82 SIGNAL AND LIGHTING (LOCATION 3) LS 70,000.0000 70,000.00 0.030 2,100.00 0.550 38,500.00 S) 83 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 84 SIGNAL AND LIGHTING (LOCATION 5) LS 70,000.0000 70,000.00 1.000 70,000.00 S) PROGRAM CAS145 PAGE 8 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.140 9,800.00 0.400 28,000.00 S) SERVICE (IRRIGATION) (LOCATION 6) 86 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 1.000 70,000.00 S) SERVICE (IRRIGATION) (LOCATION 7) 87 SIGNAL AND LIGHTING & ELECTRICAL LS 70,000.0000 70,000.00 0.557 38,990.00 S) SERVICE (IRRIGATION) (LOCATION 8) 88 LIGHTING (LOCATION 9) LS 10,000.0000 10,000.00 0.000 0.00 S) 89 LIGHTING (LOCATION 10) LS 20,000.0000 20,000.00 0.600 12,000.00 S) 90 LIGHTING AND ELECTRICAL SERVICE LS 30,000.0000 30,000.00 0.733 21,990.00 S) (IRRIGATION) (LOCATION 11) 91 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.150 3,750.00 0.590 14,750.00 S) (IRRIGATION) (LOCATION 12) 92 LIGHTING AND ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.420 10,500.00 0.420 10,500.00 S) (IRRIGATION) (LOCATION 13) 93 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,100.0000 33,600.00 3.000 6,300.00 5.000 10,500.00 S) 94 ELECTRICAL SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.700 3,500.00 S) (LOCATION 14) 95 ELECTRICAL SERVICE (IRRIGATION) LS 7,000.0000 7,000.00 0.000 0.00 S) (LOCATION 15) 96 ELECTRICAL SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.460 9,200.00 S) (LOCATION 16) 97 ELECTRICAL SERVICE (IRRIGATION) LS 6,000.0000 6,000.00 1.000 6,000.00 S) (LOCATION 17) 98 BOOSTER PUMP ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 99 BOOSTER PUMP SYSTEM EA 21,000.0000 21,000.00 0.000 0.00 S) 00 TRAFFIC MONITORING STATION AND LS 30,000.0000 30,000.00 0.370 11,100.00 0.370 11,100.00 S) ELECTRICAL SERVICE (IRRIGATION) 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 SPECIAL CLEARING AND GRUBBING HA 20,000.0000 40,000.00 1.410 28,200.00 03 IMPORTED BORROW (SELECT MATERIAL) M3 30.0000 621,000.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 4,200.00 4.000 2,800.00 PROGRAM CAS145 PAGE 9 DATE 10/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3404U4 TIME 08:41 AM ESTIMATE NO. 28 BID OPENING 05/02/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/03 R.E. NAME: MARQUEZ, PAMELA J. DATE OF THIS ESTIMATE 10/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,663,519.35 27,365,118.85 ADJUSTMENT OF COMPENSATION 11,057.64 824,448.06 EXTRA WORK 46,001.57 2,966,793.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,720,578.56 31,156,360.61 06 MOBILIZATION LS 3900,000.0000 3,900,000.00 1.000 3,900,000.00 ORIGINAL CONTRACT AMOUNT 39,395,365.00 TOTAL WORK COMPLETED 2,720,578.56 35,056,360.61 MATERIALS ON HAND ON SITE 264,410.54 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,858.38 TOTAL 2,720,578.56 35,312,912.77 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 07/07/01 1230 07/20/01 07/20/01 07/25/07 327 231 35 0 85% 63% PROGRESS IS SATISFACTORY MARQUEZ, PAMELA J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 10/22/03