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 11/20/03 EST. NO.37 TIME 12:11 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- 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 9353 921.24 E.W. @ F.A.(+) 082603 N 2726 0 9355 16.10 111502 N 2069.1 9357 620.58 061703 N 2786.0 9366 394.52 091003 N 2795.0 9371 1,133.23 101003 N 2950 0 008 7361 130.94 E.W. @ F.A.(+) 100303 N 2827 0 7362 171.53 100403 N 2828 0 7363 75.63 111103 N 2987 0 7364 85.77 111003 N 2986 0 070 0003 27,788.19 A.C. @ L.S.(+) 100703 N 2852 0 072 1534 631.93 E.W. @ F.A.(+) 100803 N 2964.0 073 8982 141.63 E.W. @ F.A.(+) 082503 N 2798.0 8983 73.65 082603 N 2799.0 8984 79.56 082703 N 2800.0 8985 36.83 082803 N 2801.0 8986 36.83 090303 N 2802.0 8987 84.32 091703 N 2873.0 8988 39.21 092303 N 2874.0 8989 45.12 092403 N 2875.0 8990 39.21 100703 N 2876.0 8991 45.12 100803 N 2877.0 8992 39.21 100903 N 2878.0 075 0007 83,739.92 A.C. @ L.S.(+) 101503 N 2854 0 0008 101,446.98 101503 N 2855 0 079 0088 84.50 E.W. @ U.P (+) 101103 N 2988 0 0089 166.50 101803 N 2989 0 0090 84.50 102503 N 2990 0 0091 84.50 110103 N 2991 0 0092 84.50 110803 N 2992 0 102 0001 13,057.45 E.W. @ L.S.(+) 111303 N 2997 0 104 0018 1,049.33 E.W. @ F.A.(+) 061303 N 2560.0 0019 1,034.60 052803 N 2489.0 109 0027 4,346.95 E.W. @ F.A.(+) 080603 Y 2686.0 0033 128.17 082503 Y 2803.0 0034 329.72 090503 Y 2804.0 0035 1,418.66 091803 Y 2805.0 0036 1,134.94 091903 Y 2806.0 0037 2,269.87 092403 Y 2879.0 0038 566.60 092303 Y 2880.0 0039 430.26 093003 Y 2881.0 0040 1,075.67 100103 Y 2882.0 114 9250 749.99 E.W. @ F.A.(+) 092203 Y 2885.0 9251 749.99 092303 Y 2886.0 9252 1,378.53 092303 Y 2887.0 140 0001 265.03 E.W. @ F.A.(+) 092203 Y 2897.0 0002 297.95 092203 Y 2898.0 0003 1,473.03 092303 Y 2899.0 0004 1,546.05 092403 Y 2900.0 0005 661.62 092503 Y 2901.0 0006 558.27 092603 Y 2903.0 0007 578.88 092703 Y 2904.0 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 11/20/03 EST. NO.37 TIME 12:11 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 569.07 093003 Y 2906.0 0009 859.64 100103 Y 2907.0 0010 215.93 100203 Y 2908.0 0012 682.12 100703 Y 2910.0 0016 748.40 091303 Y 2914.0 0017 782.35 091403 Y 2915.0 0018 1,405.25 091503 Y 2916.0 0020 664.96 091703 Y 2918.0 0021 723.35 091803 Y 2919.0 0022 205.21 091803 Y 2920.0 0023 744.86 091903 Y 2921.0 0024 218.92 091903 Y 2922.0 144 0001 746.77 E.W. @ F.A.(+) 090503 N 2658 0 0002 6,278.97 083003 N 2834.0 0003 5,867.48 090203 N 2835.0 0004 5,236.45 090303 N 2836.0 0006 3,986.07 090503 N 2838.0 0007 2,966.18 090903 N 2839.0 0008 643.69 091703 N 2840.0 0009 237.82 091803 N 2841.0 0010 1,208.63 091203 N 2842.0 0011 251.64 082303 N 2721.0 0012 653.03 082403 N 2722.0 0013 595.34 082603 N 2723.0 0014 7,000.56 082303 N 2763.0 0015 7,787.29 082403 N 2764.0 0016 3,781.84 082503 N 2829.0 0017 16,126.09 082603 N 2830.0 0018 5,047.08 082703 N 2831.0 0019 4,883.49 082803 N 2832.0 0020 5,295.60 082903 N 2833.0 0021 7,380.65 090803 N 2954.0 0022 2,743.79 091103 N 2955.0 0023 5,436.05 092703 N 2960.0 147 0007 693.78 E.W. @ F.A.(+) 071803 N 2621.0 0008 216.70 071903 N 2622.0 0009 135.77 072103 N 2623.0 0011 32,999.02 071803 N 2636.0 0013 1,234.36 071803 N 2785 0 0014 2,039.30 071703 N 2812.0 0017 677.44 101703 N 2970.0 149 0001 639.65 E.W. @ F.A.(+) 070903 N 2566.0 0002 771.03 082003 N 2669.0 0003 2,324.78 062603 N 2639 0 0004 1,100.00 100203 N 2845 0 0005 1,100.00 090403 N 2844 0 0006 725.26 072403 N 2620.0 0007 2,348.61 070803 N 2632.0 0008 1,317.91 071003 N 2634.0 0009 740.77 072103 N 2637.0 0010 2,707.22 072803 N 2704.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 11/20/03 EST. NO.37 TIME 12:11 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0013 1,469.29 081203 N 2715.0 0014 565.30 081903 N 2716.0 0016 728.64 082003 N 2719.0 0018 6,103.46 081803 N 2762.0 0019 1,532.30 063003 N 2923.0 0021 111.30 081303 N 2926.0 0022 55.65 091903 N 2927.0 0023 111.30 092303 N 2928.0 0024 715.49 062603 N 2929.0 0026 264.11 070103 N 2924.0 0027 1,959.16 091903 N 2956.0 0028 2,470.11 092203 N 2957.0 0029 2,073.24 092303 N 2958.0 0030 2,798.50 092403 N 2959.0 0032 2,324.51 101003 N 2966.0 151 0001 7,273.87 A.C. @ L.S.(+) 111303 N 2994 0 153 0001 1,614.46 E.W. @ F.A.(+) 090603 N 2742.0 0003 218.37 090803 N 2744.0 0005 440.56 090903 N 2746.0 0008 188.81 091003 N 2749.0 0009 239.72 091003 N 2750.0 0010 382.13 091103 N 2751.0 0013 927.18 091303 N 2754.0 0015 928.35 091303 N 2756.0 0019 68.49 091103 N 2765.0 0020 138.87 091503 N 2766.0 0023 252.61 091603 N 2769.0 0024 63.17 091703 N 2770.0 0025 276.95 091803 N 2772.0 0033 198.00 082503 N 2733.0 0034 264.03 082603 N 2734.0 0035 298.27 082803 N 2735.0 0036 1,388.25 082903 N 2736.0 0037 198.00 090203 N 2737.0 0038 374.64 090303 N 2738.0 0039 456.45 090403 N 2739.0 0040 849.89 090503 N 2740.0 154 0001 10,296.93 E.W. @ L.S.(+) 100903 N 2853 0 157 0001 123.33 E.W. @ F.A.(+) 100903 N 2943.0 0002 272.48 100303 N 2944.0 0003 164.33 100603 N 2945.0 0004 2,500.00 E.W. @ L.S.(+) 111303 N 2595 0 0005 2,140.00 E.W. @ U.P (+) 111303 N 2596 0 462,989.98 TOTAL THIS ESTIMATE 5,901,916.40 TOTAL PREVIOUS ESTIMATE 6,364,906.38 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 11/20/03 EST. NO.37 TIME 12:11 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FORCE ACCOUNT ADJUST -5,114.25 06 FORCE ACCOUNT ADJUST 5,114.25 09 SAND EQUIT FOR AGGRA -635.47 11 750 CIDH PILES VIAB4 -132.00 11 750 CIDH B4 VIADUCT -187.20 24 AS4 NON-COMPLIANCE -833.25 25 600MM CIDH ANOMALES -336.00 29 CL 3 NON-COMPLIANCE -1,250.43 34 CL 4 NON COMPLIANCE -613.86 34 0.00 -3,988.21 LABOR COMPLIANCE VIOLATION LABOR CODE VIOLATION -10,000.00 36 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -13,988.21 PROGRAM CAS145 PAGE 1 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 LOCATION PROGRESS ESTIMATE 04-CC-80-12.7/13.8 ----------------- 04-SOL-80-0.3/2.2 C C MYERS, INC IN CONTRA COSTA AND SOLANO COUNTIES PO BOX 2948. IN CROCKETT AND VALLEJO FROM OLEUM RANHCO CORDOVA CA 95741-2948 REFINERY ROAD UNDERCROSSING TO CARQUINEZ BRIDGE TOLL PLAZA FED. AID NO. N O N E SEISMIC AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 ELECTRONIC MOBILE DAILY DAIRY LS 10,000.0000 10,000.00 0.036 360.00 0.828 8,280.00 COMPUTER SYSTEM DATA DELIVERY 03 TIME-RELATED OVERHEAD LS 3500,000.0000 3,500,000.00 1.000 3,500,000.00 04 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.950 7,600.00 05 NON-STORM WATER DISCHARGE LS 1250,000.0000 1,250,000.00 1.000 1,250,000.00 06 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 08 TEMPORARY SILT FENCE M 5.0000 3,100.00 2,622.470 13,112.35 09 TEMPORARY COVER M2 5.0000 5,000.00 8,667.000 43,335.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 21,900.00 5.000 1,500.00 82.000 24,600.00 11 TEMPORARY EROSION CONTROL M2 0.5000 13,450.00 17,159.000 8,579.50 103,055.000 51,527.50 12 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 10,000.00 10.000 10,000.00 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 TEMPORARY ROCK BAG BARRIER M 50.0000 8,000.00 128.000 6,400.00 15 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 0.047 1,175.00 0.944 23,600.00 16 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.757 11,355.00 S) 17 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.904 113,000.00 S) 18 TYPE III BARRICADE EA 55.0000 1,100.00 39.000 2,145.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 245.00 28.910 202.37 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 10,244.00 1,993.000 1,295.45 16,532.240 10,745.96 21 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,625.00 138.000 4,830.00 22 TEMPORARY PAVEMENT MARKER EA 3.5000 26,355.00 4,215.000 14,752.50 PROGRAM CAS145 PAGE 2 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 8.000 120,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 23.0000 253,920.00 90.000 2,070.00 5,752.200 132,300.60 25 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 14.000 2,800.00 28.000 5,600.00 26 ABANDON CULVERT EA 350.0000 7,000.00 19.000 6,650.00 27 REMOVE FENCE M 10.0000 2,600.00 279.870 2,798.70 28 REMOVE METAL BEAM GUARD RAILING M 16.0000 480.00 101.500 1,624.00 29 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 9,800.00 490.000 9,800.00 30 REMOVE PAINTED TRAFFIC STRIPE M 1.6500 15,015.00 4,393.800 7,249.77 31 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 5,389.00 5,026.800 8,545.56 32 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 770.00 5.200 114.40 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.2500 3,542.50 271.000 880.75 34 REMOVE YELLOW THERMOPLASTIC M 3.3000 528.00 0.000 0.00 TRAFFIC STRIPE 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.0000 189.00 0.000 0.00 36 REMOVE PAVEMENT MARKER EA 1.5000 14,580.00 3,658.000 5,487.00 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 1,600.00 19.000 1,520.00 38 REMOVE ROADSIDE SIGN EA 30.0000 600.00 11.000 330.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 3.000 7,500.00 40 REMOVE CULVERT M 33.0000 3,795.00 173.000 5,709.00 41 REMOVE INLET EA 500.0000 11,000.00 24.000 12,000.00 42 REMOVE RETAINING WALL M3 100.0000 20,000.00 93.350 9,335.00 43 REMOVE CONCRETE PAVEMENT M3 35.0000 110,950.00 1,519.000 53,165.00 44 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 22,400.00 77.000 1,540.00 45 REMOVE BASE AND SURFACING M3 32.0000 206,080.00 1,481.000 47,392.00 46 REMOVE CONCRETE DECK SURFACE M2 50.0000 2,200.00 0.000 0.00 47 SALVAGE FENCE M 20.0000 4,300.00 0.000 0.00 48 SALVAGE METAL BEAM GUARD RAILING M 13.0000 1,040.00 79.050 1,027.65 49 SALVAGE ROADSIDE SIGN EA 60.0000 420.00 7.000 420.00 PROGRAM CAS145 PAGE 3 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 1,800.00 4.000 800.00 51 RELOCATE SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000.00 52 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 53 ADJUST MANHOLE TO GRADE EA 350.0000 350.00 0.000 0.00 54 ADJUST PIPE INLET TO GRADE EA 1,000.0000 4,000.00 2.000 2,000.00 55 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 56 PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 21,700.00 2,504.630 8,766.21 4,205.630 14,719.71 S) (45 MM MAX) 57 PLANE ASPHALT CONCRETE PAVEMENT M2 4.2500 43,775.00 0.000 0.00 S) (75 MM MAX) 58 REMOVE CONCRETE M3 80.0000 45,600.00 82.900 6,632.00 509.800 40,784.00 59 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 2,100.00 0.000 0.00 60 CAP INLET EA 750.0000 3,750.00 2.000 1,500.00 61 BRIDGE REMOVAL, LOCATION A LS 650,000.0000 650,000.00 1.000 650,000.00 62 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 1.000 550,000.00 63 BRIDGE REMOVAL, LOCATION C LS 650,000.0000 650,000.00 1.000 650,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION D LS 45,000.0000 45,000.00 1.000 45,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION E LS 375,000.0000 375,000.00 0.000 0.00 66 SALVAGE CRASH CUSHION EA 750.0000 1,500.00 3.000 2,250.00 67 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 68 ROADWAY EXCAVATION M3 10.0000 1,375,000.00 143,998.200 1,439,982.00 69 ROADWAY EXCAVATION (TYPE A) M3 57.0000 526,680.00 10,899.000 621,243.00 70 SHOULDER BACKING STA 1,000.0000 2,000.00 0.000 0.00 71 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 28,480.00 791.650 31,666.00 F) 72 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 306,180.00 8,791.150 307,690.25 F) 73 STRUCTURE EXCAVATION (TYPE DH) M3 360.0000 210,960.00 667.600 240,336.00 F) 74 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 44,660.00 252.000 55,440.00 F) 75 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 40.0000 85,000.00 2,125.000 85,000.00 F) 76 SAND BEDDING M3 60.0000 4,560.00 36.000 2,160.00 36.000 2,160.00 PROGRAM CAS145 PAGE 4 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 212,030.00 5,563.613 194,726.46 F) 78 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 35.0000 24,150.00 860.000 30,100.00 F) 79 SAND BACKFILL M3 65.0000 64,675.00 463.960 30,157.40 80 LEAN CONCRETE BACKFILL M3 90.0000 96,480.00 1,072.000 96,480.00 F) 81 CLASS 1 CONCRETE BACKFILL M3 125.0000 182,500.00 1,460.000 182,500.00 F) 82 DITCH EXCAVATION M3 25.0000 175.00 0.000 0.00 83 EARTH RETAINING STRUCTURE M2 390.0000 411,840.00 1,056.000 411,840.00 F) 84 IMPORTED MATERIAL (SHOULDER BACKING) M3 40.0000 1,080.00 31.400 1,256.00 85 GEOGRID M2 2.0000 39,600.00 15,837.100 31,674.20 86 HIGHWAY PLANTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) 87 IMPORTED TOPSOIL M3 30.0000 136,800.00 0.000 0.00 88 EROSION CONTROL (BLANKET) M2 50.0000 3,900.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 550.0000 6,050.00 6.670 3,668.50 S) 90 COMPOST (EROSION CONTROL) KG 2.0000 4,320.00 1,406.160 2,812.32 S) 91 FIBER (EROSION CONTROL) KG 1.5000 1,380.00 657.720 986.58 S) 92 FIBER ROLLS M 20.0000 82,200.00 1,325.810 26,516.20 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 9,450.00 161.310 5,645.85 S) 94 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 495.00 204.120 306.18 S) 95 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,740.00 567.000 1,701.00 S) 96 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.028 280.00 0.084 840.00 S) 97 IRRIGATION SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 S) 98 NPS 1.5 SUPPLY LINE (BRIDGE) M 140.0000 19,600.00 140.000 19,600.00 99 NPS 4 SUPPLY LINE (BRIDGE) M 70.0000 9,800.00 140.000 9,800.00 00 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 275.0000 6,050.00 0.000 0.00 01 200 MM CORRUGATED HIGH DENSITY M 100.0000 4,100.00 13.350 1,335.00 POLYETHYLENE PIPE CONDUIT 02 CLASS 4 AGGREGATE SUBBASE M3 31.0000 287,990.00 416.800 12,920.80 6,609.050 204,880.55 03 CLASS 3 AGGREGATE BASE M3 44.0000 61,160.00 34.020 1,496.88 838.520 36,894.88 PROGRAM CAS145 PAGE 5 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 LEAN CONCRETE BASE M3 120.0000 596,400.00 -416.800 -50,016.00 4,153.640 498,436.80 05 ASPHALT TREATED PERMEABLE BASE M3 140.0000 61,600.00 197.000 27,580.00 06 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 4,025.00 0.000 0.00 07 ASPHALT CONCRETE (TYPE A) TONN 50.0000 853,500.00 1,492.500 74,625.00 4,916.510 245,825.50 08 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 77,550.00 2,078.090 114,294.95 09 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 10,500.00 304.320 7,608.00 AREA) 10 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 5,775.00 1,621.160 5,674.06 11 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 1,260.00 52.000 182.00 12 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 1,225.00 489.640 1,713.74 13 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 66,500.00 20.000 7,000.00 14 CONCRETE PAVEMENT M3 100.0000 961,000.00 8,371.400 837,140.00 15 DRILLED HOLE (750 MM) M 150.0000 98,250.00 655.000 98,250.00 16 DRILLED HOLE (900 MM) M 250.0000 777,000.00 3,107.580 776,895.00 17 DRILLED HOLE (1000 MM) M 150.0000 48,750.00 325.000 48,750.00 18 FURNISH STEEL PILING (HP 250 X 62) M 35.0000 10,920.00 252.800 8,848.00 19 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 23,100.00 21.000 23,100.00 S) 20 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 252,910.00 1,767.300 123,711.00 21 DRIVE STEEL PILE (HP 360 X 174) EA 1,500.0000 180,000.00 120.000 180,000.00 S) 22 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 1,576,960.00 5,783.645 1,619,420.60 S) PILING 23 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 604,800.00 2,586.730 827,753.60 S) PILING 24 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 259,000.00 74.800 261,800.00 S) PILING 25 STEEL SOLDIER PILE (W360 X 79) M 52.0000 52,000.00 1,000.000 52,000.00 F) 26 STEEL SOLDIER PILE (W360 X 101) M 65.0000 300,560.00 4,623.580 300,532.70 F) 27 STEEL SOLDIER PILE (W410 X 114) M 75.0000 31,200.00 416.000 31,200.00 F) 28 STEEL SOLDIER PILE (W410 X 149) M 95.0000 60,420.00 636.000 60,420.00 F) 29 STEEL SOLDIER PILE (W460 X 97) M 65.0000 11,375.00 175.000 11,375.00 F) 30 STEEL SOLDIER PILE (W460 X 128) M 85.0000 9,180.00 108.000 9,180.00 F) PROGRAM CAS145 PAGE 6 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STEEL SOLDIER PILE (W530 X 219) M 145.0000 53,650.00 370.000 53,650.00 F) 32 STEEL SOLDIER PILE (W690 X 265) M 175.0000 46,375.00 265.000 46,375.00 F) 33 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 175.0000 888,125.00 3,742.680 654,969.00 PILING (762 MM) 34 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,500.0000 1,067,000.00 158.000 869,000.00 S) PILE (762 MM) 35 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.017 11,900.00 1.000 700,000.00 S) 36 TIEBACK ANCHOR EA 4,000.0000 1,816,000.00 454.000 1,816,000.00 S) 37 STRUCTURAL CONCRETE FACING M3 475.0000 230,375.00 485.000 230,375.00 F) 38 ARCHITECTURAL SURFACE TREATMENT M2 125.0000 62,750.00 502.000 62,750.00 F) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 1,298,000.00 3,286.920 1,314,768.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 477.0000 10,068,993.00 421.000 200,817.00 19,548.310 9,324,543.87 F) 41 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 90,250.00 190.000 90,250.00 F) (TYPE N) 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 201,000.00 18.340 18,340.00 190.762 190,762.00 F) 43 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 44 LIGHTWEIGHT CONCRETE (BRIDGE) M3 750.0000 1,296,750.00 0.000 0.00 F) 45 FRACTURED RIB TEXTURE M2 75.0000 69,000.00 920.000 69,000.00 F) 46 DRILL AND BOND DOWEL M 55.0000 3,850.00 40.000 2,200.00 47 CONCRETE CLOSURE WALL M2 320.0000 16,640.00 52.000 16,640.00 F) 48 PTFE BEARING EA 2,000.0000 38,000.00 19.000 38,000.00 S) 49 PTFE BEARING (SPHERICAL) EA 2,500.0000 120,000.00 8.000 20,000.00 42.000 105,000.00 S) 50 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 4,400.00 0.000 0.00 S) 51 JOINT SEAL ASSEMBLY (MR 100 MM) M 550.0000 17,600.00 8.000 4,400.00 8.000 4,400.00 S) 52 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 20,000.00 20.000 20,000.00 S) 53 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,000.0000 104,000.00 0.000 0.00 S) 54 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,000.0000 186,000.00 50.000 150,000.00 50.000 150,000.00 S) 55 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 5,209,050.00 33,633.000 36,996.30 4,515,288.000 4,966,816.80 SF) 56 WELDED HEADED BAR REINFORCEMENT EA 7.0000 329,175.00 1,514.000 10,598.00 47,366.000 331,562.00 S) 57 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 87,400.00 87,400.000 87,400.00 SF) PROGRAM CAS145 PAGE 7 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 717,800.00 0.000 0.00 SF)(BRIDGE) 59 SHOTCRETE M3 600.0000 91,200.00 152.000 91,200.00 F) 60 STRUCTURAL STEEL (BRIDGE) KG 8.0000 612,000.00 21,000.000 168,000.00 SF) 61 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.5000 988,000.00 395,200.000 988,000.00 SF) 62 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 237,120.00 395,200.000 237,120.00 SF) 63 ISOLATION CASING KG 25.0000 312,800.00 11,952.000 298,800.00 SF) 64 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 141,740.00 35,435.000 141,740.00 SF) 65 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 24,804.50 35,435.000 24,804.50 SF) 66 920 MM CAST-IN-DRILLED-HOLE M 825.0000 36,300.00 33.500 27,637.50 S) CONCRETE PILE (SIGN FOUNDATION) 67 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,200.00 0.000 0.00 68 METAL (RAIL MOUNTED SIGN) KG 25.0000 10,000.00 0.000 0.00 69 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 13.000 1,950.00 18.000 2,700.00 70 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 5.000 1,500.00 7.000 2,100.00 71 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 840.00 3.000 180.00 METHOD) 72 INSTALL SIGN OVERLAY M2 125.0000 350.00 0.000 0.00 73 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 450.00 0.000 0.00 74 TIMBER LAGGING M3 650.0000 297,700.00 458.000 297,700.00 F) 75 CLEAN AND PAINT SOLDIER PIPE LS 75,000.0000 75,000.00 0.000 0.00 76 CLEAN AND PAINT STRUCTURAL STEEL LS 95,000.0000 95,000.00 0.850 80,750.00 1.000 95,000.00 S) 77 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 135.0000 351,000.00 60.000 8,100.00 S) 78 WORK AREA MONITORING (LOCATION A) LS 15,000.0000 15,000.00 0.000 0.00 S) 79 WORK AREA MONITORING (LOCATION B) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 80 150 MM ALTERNATIVE PIPE CULVERT M 400.0000 320.00 0.000 0.00 81 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 300.00 14.000 2,100.00 137.200 20,580.00 82 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 69,600.00 132.200 19,169.00 353.000 51,185.00 83 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 20,300.00 144.500 20,952.50 84 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 71,000.00 341.200 68,240.00 PROGRAM CAS145 PAGE 8 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM REINFORCED CONCRETE PIPE M 100.0000 94,000.00 821.120 82,112.00 86 600 MM REINFORCED CONCRETE PIPE M 200.0000 78,000.00 385.000 77,000.00 87 900 MM REINFORCED CONCRETE PIPE M 410.0000 35,260.00 86.000 35,260.00 88 1200 MM REINFORCED CONCRETE PIPE M 500.0000 55,000.00 100.400 50,200.00 89 300 MM CORRUGATED STEEL PIPE M 700.0000 23,800.00 26.200 18,340.00 (1.63 MM THICK) 90 300 MM CORRUGATED STEEL PIPE M 400.0000 6,800.00 2.500 1,000.00 (2.01 MM THICK) 91 450 MM CORRUGATED STEEL PIPE M 325.0000 12,675.00 26.900 8,742.50 (1.63 MM THICK) 92 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 18,500.00 344.000 17,200.00 93 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 55.0000 398,750.00 5,253.000 288,915.00 94 200 MM ALTERNATIVE PIPE UNDERDRAIN M 45.0000 133,650.00 2,402.350 108,105.75 95 300 MM TRENCH DRAIN M 200.0000 378,000.00 1,887.570 377,514.00 96 400 MM TRENCH DRAIN M 300.0000 6,600.00 22.000 6,600.00 97 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 350.0000 1,155.00 3.300 1,155.00 98 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 99 ROCK SLOPE PROTECTION M3 100.0000 630.00 1.800 180.00 (FACING, METHOD B) 00 SACKED CONCRETE SLOPE PROTECTION M3 500.0000 800.00 0.000 0.00 01 ROCK SLOPE PROTECTION FABRIC M2 4.0000 84.00 6.000 24.00 02 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 240,000.00 127.550 51,020.00 606.540 242,616.00 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 125.0000 66,000.00 434.000 54,250.00 528.000 66,000.00 F) 04 MISCELLANEOUS IRON AND STEEL KG 2.2000 24,376.00 7,512.250 16,526.95 SF) 05 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 326,580.00 4,860.000 29,160.00 54,010.000 324,060.00 SF) 06 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 470,080.00 900.000 11,700.00 35,840.000 465,920.00 SF) 07 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 12,000.00 300.000 12,000.00 300.000 12,000.00 SF)VINYL-CLAD) 08 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 14,790.00 493.000 14,790.00 493.000 14,790.00 S) 09 CHAIN LINK FENCE (TYPE CL-1.8, M 45.0000 10,440.00 136.000 6,120.00 232.000 10,440.00 SF)VINYL-CLAD) 10 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 3.000 1,500.00 3.000 1,500.00 S) 11 9.6 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 4.8 M CHAIN GATE (TYPE CL-1.8) EA 700.0000 700.00 1.000 700.00 13 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 99.000 3,465.00 99.000 3,465.00 14 CONCRETE BARRIER MARKER EA 15.0000 2,340.00 43.000 645.00 43.000 645.00 15 OBJECT MARKER (TYPE K-1) EA 70.0000 70.00 1.000 70.00 1.000 70.00 16 OBJECT MARKER (TYPE Q) EA 70.0000 420.00 0.000 0.00 17 METAL BEAM GUARD RAILING (STEEL POST) M 50.0000 36,000.00 60.100 3,005.00 798.150 39,907.50 S) 18 CHAIN LINK RAILING (TYPE 7) M 200.0000 800.00 4.000 800.00 4.000 800.00 SF) 19 CONCRETE BARRIER (TYPE 25) M 130.0000 424,710.00 674.850 87,730.50 1,542.850 200,570.50 F) 20 CONCRETE BARRIER (TYPE 27B MODIFIED) M 330.0000 39,600.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 70,650.00 125.200 18,780.00 125.200 18,780.00 F) 22 CONCRETE BARRIER (TYPE 41) M 175.0000 98,875.00 169.200 29,610.00 169.200 29,610.00 F) 23 BARRIER MOUNTED BRIDGE RAILING M 145.0000 85,695.00 0.000 0.00 SF) 24 PEDESTRIAN RAILING M 185.0000 108,040.00 0.000 0.00 SF) 25 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 S) 26 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 33,000.00 13.000 28,600.00 S) 27 CRASH CUSHION, SAND FILLED EA 5,500.0000 11,000.00 0.000 0.00 S) 28 CONCRETE BARRIER (TYPE 60) M 120.0000 16,800.00 47.500 5,700.00 47.500 5,700.00 29 CONCRETE BARRIER (TYPE 60A) M 120.0000 145,800.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60D) M 200.0000 60,000.00 300.000 60,000.00 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,250.00 27.850 1,392.50 S) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 14,550.00 852.000 852.00 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,775.00 80.500 241.50 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 273.00 10.000 30.00 S) (BROKEN 5.18 M - 2.14 M) 35 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 1,580.000 3,160.00 1,580.000 3,160.00 S) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,720.00 503.000 1,006.00 523.000 1,046.00 S) 37 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.290 49,300.00 0.910 154,700.00 S) 38 LIGHTING STAGE CONSTRUCTION - LOCATION 1 LS 10,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 LIGHTING STAGE CONSTRUCTION - LOCATION 2 LS 5,000.0000 5,000.00 0.000 0.00 S) 40 LIGHTING AND SIGN ILLUMINATION AND LS 25,000.0000 25,000.00 0.000 0.00 S) TRAFFIC OPERATIONS SYSTEM STAGE CONSTRUCTION - LOCATION 3 41 SIGNAL AND LIGHTING STAGE CONSTRUCTION - LS 25,000.0000 25,000.00 1.000 25,000.00 S) LOCATION 4 42 LIGHTING (LOCATION 2) LS 475,000.0000 475,000.00 0.330 156,750.00 0.474 225,150.00 S) 43 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.922 184,400.00 S) (LOCATION 1) 44 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 S) 45 PAN/TILT UNIT EA 3,000.0000 3,000.00 0.000 0.00 S) 46 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 0.000 0.00 S) 47 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 S) 48 INTERGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 1,500.00 0.000 0.00 S) TERMINAL ADAPTER 49 CLUSTER CONTROLLER FOR MICROWAVE VEHICLE EA 1,500.0000 1,500.00 0.000 0.00 S) DETECTION SENSOR SYSTEM 50 ANALOG DATA STATION TERMINATION EA 1,000.0000 1,000.00 0.000 0.00 S) 51 TRAFFIC OPERATIONS SYSTEM (LOCATION-1) LS 450,000.0000 450,000.00 0.359 161,550.00 S) 52 TRAFFIC OPERATIONS SYSTEM (LOCATION-2) LS 15,000.0000 15,000.00 0.632 9,480.00 S) 53 TRAFFIC OPERATIONS SYSTEM (LOCATION-3) LS 25,000.0000 25,000.00 0.236 5,900.00 0.626 15,650.00 S) 54 CALLBOX SYSTEM LS 550,000.0000 550,000.00 0.230 126,500.00 0.283 155,650.00 S) 55 SEISMIC MONITORING SYSTEM LS 350,000.0000 350,000.00 0.127 44,450.00 0.296 103,600.00 S) 56 INSTALL SEISMIC MONITORING CASING M 450.0000 82,800.00 0.000 0.00 S) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 50 MM PERFORATED PLASTIC PIPE M 35.0000 54,985.00 1,121.000 39,235.00 59 50 MM PLASTIC PIPE M 5.0000 1,360.00 212.000 1,060.00 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 REMOVE CHAIN LINK GATE EA 200.0000 600.00 5.000 1,000.00 62 STRUCTURE BACKFILL M3 9.0000 203,400.00 23,606.000 212,454.00 63 STRUCTURE BACKFILL (TYPE E) M3 32.0000 656,000.00 16,177.000 517,664.00 64 150 MM ALTERNATIVE PIPE UNDERDRAIN M 30.0000 6,900.00 296.400 8,892.00 PROGRAM CAS145 PAGE 11 DATE 11/20/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 12:11 PM ESTIMATE NO. 37 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/03 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 11/20/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,350,576.64 46,218,465.51 ADJUSTMENT OF COMPENSATION 220,248.96 2,347,468.72 EXTRA WORK 242,741.02 4,017,437.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,813,566.62 52,583,371.89 65 MOBILIZATION LS 6100,000.0000 6,100,000.00 1.000 6,100,000.00 ORIGINAL CONTRACT AMOUNT 61,080,878.00 TOTAL WORK COMPLETED 1,813,566.62 58,683,371.89 MATERIALS ON HAND ON SITE 83,890.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,988.21 TOTAL 1,813,566.62 58,753,274.00 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 12/19/00 800 12/12/00 12/12/00 03/02/04 1073 2 154 3 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE NON-STANDARD FORMAT HUYNH, PHILIP RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 11/20/03