PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/19/06 EST. NO.16 TIME 09:58 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 0332 3,286.28 E.W. @ F.A.(+) 110905 N 0489.0 0333 118.05 111705 N 0504.0 0334 832.40 111805 N 0509.0 0335 321.37 111505 N 0500.0 0336 219.29 022206 N 0901.0 0337 255.10 040106 N 1009.0 0338 274.57 040206 N 1010.0 0339 208.63 040306 N 1011.0 0340 224.20 040406 N 1012.0 0341 224.20 040506 N 1013.0 0342 224.20 040606 N 1014.0 0343 224.20 040706 N 1017.0 0344 274.57 040806 N 1018.0 0345 274.57 040906 N 1019.0 0346 224.20 041006 N 1020.0 0347 224.20 041106 N 1021.0 0348 224.20 041206 N 1022.0 0349 224.20 041306 N 1026.0 0350 204.72 041406 N 1027.0 0351 259.74 041506 N 1028.0 0352 259.74 041606 N 1029.0 0353 224.20 041706 N 1030.0 0354 224.20 041806 N 1031.0 0355 224.20 041906 N 1032.0 0356 224.20 042006 N 1034.0 012 0008 638.49 E.W. @ F.A.(+) 012406 N 0721.0 017 0011 1,723.89 E.W. @ F.A.(+) 113005 N 0534.0 020 0170 572.71 E.W. @ F.A.(+) 082205 N 0275.0 0184 3,440.56 082405 N 0292.0 0437 954.80 020506 N 0800.0 0439 2,470.62 020206 N 0803.0 0440 3,404.84 020106 N 0806.0 0441 8,616.70 020306 N 0809.0 0445 4,202.94 020606 N 0820.0 0448 2,836.68 021606 N 0881.0 0449 1,521.78 022106 N 0892.0 0459 523.51 080105 N 0186.3 0460 665.90 081405 N 0254.1 0464 701.25 020306 N 0809.1 0465 3,590.19 020306 N 0812.0 0473 688.19 031606 N 0961.0 0474 536.60 032206 N 0977.0 0476 142.89 110105 N 0483.2 0477 142.89 110205 N 0485.2 0478 142.89 110305 N 0620.1 0479 142.89 103105 N 0658.1 0480 321.46 020706 N 0827.1 0481 4,243.85 021706 N 0887.0 0482 990.00 022106 N 0892.1 0483 990.00 022206 N 0897.1 025 0009 458.40 E.W. @ F.A.(+) 092705 N 0416.0 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 05/19/06 EST. NO.16 TIME 09:58 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0016 2,371.98 031706 N 0962.0 0017 862.75 032106 N 0970.0 0018 5,073.33 032706 N 0993.0 0019 1,164.07 032406 N 0986.0 0021 1,773.10 032006 N 0968.0 0022 536.25 032006 N 0968.1 0023 247.50 032106 N 0970.1 031 0002 403.63 E.W. @ F.A.(+) 091205 N 0429.0 034 0007 3,103.90 E.W. @ F.A.(+) 102705 N 0448.0 047 0002 3,968.10 E.W. @ F.A.(+) 021006 N 0844.0 0016 218.84 012406 N 0669.0 0018 3,834.09 012006 N 0670.0 0019 548.74 011906 N 0672.0 0020 2,231.32 012306 N 0674.0 0021 356.66 012606 N 0676.0 0022 4,134.49 011106 N 0679.0 0023 2,838.22 011006 N 0685.0 0024 3,586.83 011206 N 0686.0 0029 4,048.74 011806 N 0697.0 0030 3,462.90 011706 N 0701.0 0031 2,603.05 011306 N 0707.0 0032 165.00 011306 N 0707.1 0033 3,106.72 011606 N 0711.0 0034 1,204.50 011606 N 0711.1 0037 3,106.79 021306 N 0849.0 0040 3,074.77 021306 N 0857.0 0041 2,746.28 021406 N 0864.0 0042 4,950.65 021406 N 0868.0 0043 2,350.04 021506 N 0872.0 0044 6,483.13 021506 N 0875.0 0045 507.60 021606 N 0878.0 0046 1,955.58 021606 N 0879.0 0047 2,858.46 021706 N 0886.0 0048 3,049.34 022106 N 0893.0 0050 3,049.34 022206 N 0900.0 0051 2,564.64 022306 N 0906.0 142,685.68 TOTAL THIS ESTIMATE 989,515.82 TOTAL PREVIOUS ESTIMATE 1,132,201.50 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/19/06 EST. NO.16 TIME 09:58 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 LOCATION PROGRESS ESTIMATE 04-SCL-87-0.0/5.1 ----------------- RGW CONSTRUCTION INC IN SANTA CLARA COUNTY IN SAN JOSE 550 GREENVILLE ROAD FROM 0.4 KM NORTH OF BRAHNAM LANE LIVERMORE CA 94550 OVERCROSSING TO 0.4 KM NORTH OF VIRGINIA STREET OVERCROSSING FED. AID NO. ACNH-S087(27)E WIDEN ROADWAY AND BRIDGE REPAIR ------------------------------------------------------------------------------------------------------------------------------------ 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 135,000.0000 135,000.00 0.500 67,500.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.650 1,430,000.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 1,560.00 64.400 386.40 04 450 MM TEMPORARY CULVERT M 90.0000 4,770.00 53.000 4,770.00 05 PREPARE STORM WATER POLLUTION LS 13,500.0000 13,500.00 0.750 10,125.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.744 29,760.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 77,000.00 85.000 18,700.00 08 TEMPORARY EROSION CONTROL M2 1.0000 14,000.00 16,742.000 16,742.00 09 TEMPORARY INLET EA 1,000.0000 2,000.00 2.000 2,000.00 10 TEMPORARY SILT FENCE M 4.0000 24,000.00 2,303.000 9,212.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 27.000 40,500.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 33,000.00 19.000 41,800.00 13 TEMPORARY COVER M2 4.0000 25,000.00 16,186.000 64,744.00 14 FISH FRIENDLY DIVERSION LS 135,000.0000 135,000.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 57,000.0000 57,000.00 0.700 39,900.00 S) 16 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 0.770 177,100.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 310.00 11.700 117.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 181,500.00 3,766.000 11,298.00 43,377.730 130,133.19 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 3,400.00 21.000 210.00 90.000 900.00 20 TEMPORARY PAVEMENT MARKER EA 10.0000 126,000.00 1,162.000 11,620.00 9,324.000 93,240.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 550.0000 2,200.00 3.000 1,650.00 S) 22 TEMPORARY RAILING (TYPE K) M 18.0000 477,990.00 12,921.980 232,595.64 PROGRAM CAS145 PAGE 2 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 100.0000 57,000.00 274.000 27,400.00 S) 24 ABANDON CULVERT EA 1,500.0000 6,000.00 2.000 3,000.00 25 ABANDON RISER EA 650.0000 5,850.00 1.000 650.00 5.000 3,250.00 26 ABANDON PIEZOMETER EA 400.0000 4,000.00 1.000 400.00 27 REMOVE SECURITY FENCE M 50.0000 1,100.00 0.000 0.00 28 REMOVE CHAIN LINK FENCE M 15.0000 26,700.00 1,470.000 22,050.00 29 REMOVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 27,100.00 4,924.000 4,924.00 31 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 24,400.00 7,799.000 7,799.00 13,212.180 13,212.18 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,440.00 17,508.570 35,017.14 33 REMOVE PAVEMENT MARKER EA 1.0000 12,300.00 5,790.000 5,790.00 34 REMOVE ROADSIDE SIGN EA 80.0000 2,000.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 3,000.0000 24,000.00 6.000 18,000.00 36 REMOVE FRAMED SIGN PANEL EA 900.0000 11,700.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 2.0000 820.00 0.000 0.00 38 REMOVE 40 MM PVC WATERLINE M 35.0000 1,050.00 30.000 1,050.00 39 REMOVE CULVERT M 85.0000 119,850.00 137.000 11,645.00 399.890 33,990.65 40 REMOVE UNDERDRAIN M 45.0000 76,950.00 1,482.000 66,690.00 41 REMOVE INLET EA 650.0000 31,850.00 4.000 2,600.00 20.000 13,000.00 42 REMOVE HEADWALL EA 3,500.0000 3,500.00 0.000 0.00 43 REMOVE MANHOLE EA 1,400.0000 1,400.00 0.000 0.00 44 REMOVE 750 MM VCP SEWER PIPE M 1,400.0000 67,200.00 37.000 51,800.00 45 REMOVE CONCRETE PAVEMENT M2 15.0000 6,150.00 67.500 1,012.50 46 REMOVE BASE AND SURFACING M3 60.0000 2,160.00 0.000 0.00 47 SALVAGE METAL BEAM GUARD RAILING M 15.0000 29,550.00 1,367.900 20,518.50 48 RECONSTRUCT CHAIN LINK RAILING M 15.0000 840.00 0.000 0.00 S) 49 ADJUST INLET EA 715.0000 22,880.00 1.500 1,072.50 25.000 17,875.00 PROGRAM CAS145 PAGE 3 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 990 MM PLASTIC PIPE LINER (SDR=32.5) M 595.0000 416,500.00 716.280 426,186.60 51 450 MM CURED IN PLACE PIPE M 440.0000 167,200.00 365.600 160,864.00 52 600 MM CURED IN PLACE PIPE M 530.0000 148,400.00 272.100 144,213.00 53 750 MM CURED IN PLACE PIPE M 820.0000 114,800.00 131.600 107,912.00 54 1350 MM CURED IN PLACE PIPE M 1,345.0000 147,950.00 105.000 141,225.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 32,600.00 566.000 1,132.00 S) 56 REMOVE CONCRETE M3 160.0000 17,600.00 0.290 46.40 69.950 11,192.00 57 REMOVE CONCRETE BARRIER M 27.0000 72,360.00 24.900 672.30 989.000 26,703.00 58 REMOVE SLOPE PROTECTION (ROCK) M3 21.0000 4,935.00 0.000 0.00 59 REMOVE SLOPE PROTECTION M3 85.0000 6,545.00 0.000 0.00 (SACKED CONCRETE) 60 CLEAN BRIDGE DECK M2 4.0000 25,320.00 0.000 0.00 61 REMOVE AUTOMATIC DRAINAGE GATE EA 190.0000 190.00 0.000 0.00 62 CLEANOUT EXISTING DRAINAGE FACILITY EA 3,300.0000 6,600.00 0.000 0.00 63 ACCESS OPENING, SOFFIT EA 1,650.0000 6,600.00 2.000 3,300.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 270.0000 270.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 42,500.0000 42,500.00 1.000 42,500.00 66 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,300.0000 57,300.00 1.000 57,300.00 67 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION D LS 37,300.0000 37,300.00 1.000 37,300.00 69 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,500.0000 45,500.00 1.000 45,500.00 70 BRIDGE REMOVAL (PORTION), LOCATION F LS 21,800.0000 21,800.00 1.000 21,800.00 71 BRIDGE REMOVAL (PORTION), LOCATION G LS 16,500.0000 16,500.00 1.000 16,500.00 72 BRIDGE REMOVAL (PORTION), LOCATION H LS 15,200.0000 15,200.00 1.000 15,200.00 73 BRIDGE REMOVAL (PORTION), LOCATION I LS 3,200.0000 3,200.00 0.000 0.00 74 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,700.0000 2,700.00 0.000 0.00 75 BRIDGE REMOVAL (PORTION), LOCATION K LS 39,000.0000 39,000.00 0.000 0.00 76 BRIDGE REMOVAL (PORTION), LOCATION L LS 28,200.0000 28,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 108,000.0000 108,000.00 0.950 102,600.00 78 DEVELOP WATER SUPPLY LS 108,000.0000 108,000.00 0.650 70,200.00 79 ROADWAY EXCAVATION M3 17.0000 1,402,500.00 18,338.020 311,746.34 80 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 25.0000 530,000.00 2,046.270 51,156.75 50,389.160 1,259,729.00 ASBESTOS) (RESTRICTED) 81 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 30.0000 147,000.00 1,961.000 58,830.00 3,507.000 105,210.00 ASBESTOS) (HAZARDOUS) 82 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 83 ASBESTOS HEALTH AND SAFETY PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 84 DEWATERING LS 20,000.0000 20,000.00 0.800 16,000.00 85 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 921,000.00 921.000 921,000.00 F) 86 STRUCTURE EXCAVATION (TYPE A) M3 1,500.0000 156,000.00 104.000 156,000.00 F) 87 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 279,540.00 1,287.000 25,740.00 9,160.000 183,200.00 F) 88 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 55,050.00 385.000 28,875.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 24.0000 338,760.00 0.000 0.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 124,740.00 211.000 28,485.00 F) WALL) 91 SAND BACKFILL M3 125.0000 4,000.00 4.840 605.00 92 GROUT BACKFILL M3 425.0000 10,625.00 24.600 10,455.00 93 COMPACTION GROUTING M3 540.0000 1,566,000.00 386.200 208,548.00 2,767.400 1,494,396.00 94 DITCH EXCAVATION M3 245.0000 1,225.00 0.000 0.00 95 LIGHTWEIGHT EMBANKMENT MATERIAL M3 67.0000 1,031,800.00 2,087.000 139,829.00 9,321.355 624,530.79 (CELLULAR CONCRETE) 96 EROSION CONTROL (BLANKET) M2 6.0000 9,840.00 0.000 0.00 S) 97 STRAW (EROSION CONTROL) TONN 250.0000 2,750.00 0.000 0.00 S) 98 FIBER (EROSION CONTROL) KG 1.0000 1,590.00 0.000 0.00 S) 99 FIBER ROLLS M 12.0000 44,520.00 0.000 0.00 S) 00 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000.00 01 SEED (EROSION CONTROL) KG 135.0000 14,850.00 0.000 0.00 S) 02 COMPOST (EROSION CONTROL) KG 3.0000 14,370.00 0.000 0.00 S) 03 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 720.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.000 0.00 S) 05 REMOVE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.600 21,000.00 06 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.000 0.00 S) 07 200 MM CORRUGATED HIGH DENSITY M 250.0000 5,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 08 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 14,720.00 0.000 0.00 (6.35 MM THICK) 09 EXTEND 200 MM CONDUIT M 300.0000 7,200.00 0.000 0.00 10 CLASS 4 AGGREGATE SUBBASE M3 15.0000 489,000.00 305.150 4,577.25 23,123.230 346,848.45 11 CLASS 3 AGGREGATE BASE M3 50.0000 33,000.00 0.000 0.00 12 CEMENT TREATED BASE M3 87.0000 1,139,700.00 178.840 15,559.08 8,535.850 742,618.95 13 ASPHALT TREATED PERMEABLE BASE M3 100.0000 368,000.00 60.880 6,088.00 2,094.580 209,458.00 14 ASPHALT CONCRETE (TYPE A) TONN 55.0000 2,865,500.00 1,201.149 66,063.20 31,781.679 1,747,992.35 15 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.0000 10,100.00 402.880 805.76 AREA) 16 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 3,960.00 0.000 0.00 17 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 12.0000 2,160.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 1,800.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 228.00 0.000 0.00 20 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 380.0000 1,900.00 16.140 6,133.20 21 CONCRETE PAVEMENT M3 175.0000 64,750.00 377.750 66,106.25 22 SEAL PAVEMENT JOINT M 20.0000 22,200.00 831.330 16,626.60 23 FURNISH STEEL PILING (HP 310 X 79) M 55.0000 5,775.00 102.000 5,610.00 24 DRIVE STEEL PILE (HP 310 X 79) EA 3,200.0000 12,800.00 4.000 12,800.00 S) 25 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 104,500.00 55.000 104,500.00 S) PILING 26 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,900.0000 269,700.00 92.400 267,960.00 S) PILING 27 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 305,000.00 60.500 302,500.00 S) PILING 28 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 318,500.00 49.000 318,500.00 S) PILING 29 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 173,800.00 158.200 174,020.00 S) PILING 30 FURNISH PILING (CLASS 900C) M 45.0000 2,385.00 52.100 2,344.50 PROGRAM CAS145 PAGE 6 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 900C) EA 1,950.0000 5,850.00 3.000 5,850.00 S) 32 FURNISH CONCRETE PILING (CLASS 625 M 40.0000 11,960.00 300.000 12,000.00 MODIFIED ALT "X") 33 DRIVE CONCRETE PILE (CLASS 625 EA 1,000.0000 15,000.00 15.000 15,000.00 S) MODIFIED ALT "X") 34 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 35,560.00 1,061.000 42,440.00 35 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 66,000.00 66.000 66,000.00 S) 36 FURNISH PILING (CLASS 400C MODIFIED) M 40.0000 995,160.00 2,993.000 119,720.00 10,935.000 437,400.00 37 DRIVE PILE (CLASS 400C MODIFIED) EA 1,005.0000 1,365,795.00 181.000 181,905.00 685.000 688,425.00 S) 38 FURNISH CONCRETE PILING (CLASS 400 M 40.0000 8,880.00 222.000 8,880.00 MODIFIED ALT "X") 39 DRIVE CONCRETE PILE (CLASS 400 MODIFIED EA 1,000.0000 15,000.00 15.000 15,000.00 S) ALT "X") 40 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 198,000.00 870.000 195,750.00 S) PILING (SOUND WALL) 41 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 0.045 3,825.00 0.345 29,325.00 S) 42 SEAL COURSE CONCRETE M3 220.0000 2,200.00 0.000 0.00 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 217,500.00 135.000 202,500.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 1,825,200.00 92.000 110,400.00 833.000 999,600.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2,348,400.00 2,062.000 824,800.00 F) 46 STRUCTURAL CONCRETE, APPROACH SLAB M3 640.0000 635,520.00 36.000 23,040.00 516.000 330,240.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 66.500 46,550.00 (TYPE R) 48 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 436,230.00 69.380 90,887.80 155.365 203,528.15 SF) 49 MINOR CONCRETE (BACKFILL) M3 135.0000 11,880.00 0.000 0.00 50 FRACTURED FIN TEXTURE M2 60.0000 285,960.00 20.000 1,200.00 2,138.000 128,280.00 F) 51 DRILL AND BOND DOWEL M 40.0000 12,400.00 221.000 8,840.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 0.000 0.00 GIRDER (20 M - 25 M) 53 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 9,000.00 0.000 0.00 S) GIRDER 54 CORE CONCRETE (201 MM - 250 MM) M 500.0000 2,000.00 0.000 0.00 S) 55 CORE CONCRETE (251 MM - 300 MM) M 550.0000 4,950.00 3.700 2,035.00 S) 56 SOUND WALL (MASONRY BLOCK) M2 150.0000 471,000.00 0.000 0.00 SF) 57 JOINT SEAL (MR 30 MM) M 96.0000 20,448.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JOINT SEAL (MR 40 MM) M 125.0000 14,500.00 0.000 0.00 S) 59 JOINT SEAL (MR 50 MM) M 250.0000 13,500.00 0.000 0.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 704,900.00 4,343.000 8,686.00 229,189.000 458,378.00 SF) 61 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 821,524.00 128,862.000 257,724.00 SF) 62 TREAT BRIDGE DECK M2 4.0000 25,320.00 0.000 0.00 F) 63 FURNISH BRIDGE DECK TREATMENT MATERIAL L 15.0000 38,010.00 0.000 0.00 (LOW ODOR) 64 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 12,240.00 0.000 0.00 F) WITH WALKWAY) 65 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,080.00 0.000 0.00 SF)WITH WALKWAY) 66 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 367,200.00 0.000 0.00 F) 67 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,900.00 0.000 0.00 SF) 68 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 46,200.00 7.000 9,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 69 METAL (BARRIER MOUNTED SIGN) KG 26.0000 30,420.00 0.000 0.00 F) 70 METAL (RAIL MOUNTED SIGN) KG 16.0000 5,280.00 0.000 0.00 F) 71 METAL (SOUNDWALL MOUNTED SIGN) KG 16.0000 5,760.00 0.000 0.00 F) 72 ROADSIDE SIGN - ONE POST EA 300.0000 6,900.00 0.000 0.00 73 ROADSIDE SIGN - TWO POST EA 450.0000 2,250.00 0.000 0.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 0.000 0.00 METHOD) 75 INSTALL SIGN OVERLAY M2 750.0000 1,500.00 0.000 0.00 76 INSTALL FRAMED SIGN PANEL EA 1,000.0000 13,000.00 0.000 0.00 77 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 194,250.00 11.500 2,012.50 495.700 86,747.50 78 600 MM ALTERNATIVE PIPE CULVERT M 205.0000 28,700.00 74.000 15,170.00 92.000 18,860.00 79 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 8,320.00 0.000 0.00 80 450 MM REINFORCED CONCRETE PIPE M 165.0000 33,000.00 24.950 4,116.75 81 600 MM REINFORCED CONCRETE PIPE M 870.0000 3,480.00 2.440 2,122.80 82 750 MM REINFORCED CONCRETE PIPE M 350.0000 24,150.00 0.000 0.00 83 1200 MM REINFORCED CONCRETE PIPE M 1,685.0000 77,510.00 41.500 69,927.50 84 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,750.0000 227,500.00 98.000 171,500.00 (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,425.0000 228,000.00 86.000 122,550.00 (CLASS IV) 86 600 MM BITUMINOUS COATED CORRUGATED M 350.0000 14,700.00 0.000 0.00 STEEL PIPE (1.32 MM THICK) 87 750 MM BITUMINOUS COATED CORRUGATED M 480.0000 6,720.00 0.000 0.00 STEEL PIPE (1.32 MM THICK) 88 450 MM BITUMINOUS COATED SLOTTED M 220.0000 215,600.00 517.700 113,894.00 CORRUGATED STEEL PIPE (1.32 MM THICK) 89 200 MM PERFORATED PLASTIC M 65.0000 115,700.00 1,500.000 97,500.00 PIPE UNDERDRAIN 90 250 MM PERFORATED PLASTIC M 125.0000 110,000.00 754.500 94,312.50 PIPE UNDERDRAIN 91 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 130,250.00 -13.000 -325.00 2,695.900 67,397.50 92 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 8,480.00 25.000 4,000.00 93 80 MM PLASTIC PIPE M 70.0000 9,800.00 0.000 0.00 (APPROACH SLAB DRAIN OUTLET) 94 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 52.0000 338,000.00 4,213.270 219,090.04 95 450 MM BITUMINOUS COATED CORRUGATED M 160.0000 32,000.00 2.000 320.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 96 450 MM ANCHOR ASSEMBLY EA 10.0000 160.00 0.000 0.00 97 WELDED STEEL PIPE CASING (BRIDGE) M 180.0000 4,140.00 25.000 4,500.00 98 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 0.000 0.00 99 750 MM AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 0.000 0.00 00 1220 MM PRECAST CONCRETE PIPE MANHOLE M 700.0000 14,700.00 8.000 5,600.00 01 40 MM POLYVINYL CHLORIDE WATERLINE M 50.0000 1,550.00 0.000 0.00 02 300 MM REINFORCED CONCRETE PIPE CASING M 190.0000 1,900.00 0.000 0.00 03 750 MM VITRIFIED CLAY SEWER PIPE M 1,825.0000 93,075.00 0.000 0.00 S) 04 ROCK SLOPE PROTECTION M3 155.0000 18,600.00 0.000 0.00 (BACKING NO. 2, METHOD B) 05 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 160.0000 51,200.00 0.000 0.00 06 CONCRETE (GUTTER LINING) M3 1,500.0000 120,000.00 77.070 115,605.00 07 SLOPE PAVING (CONCRETE) M3 885.0000 149,565.00 0.000 0.00 F) 08 SLOPE PAVING (PRECAST PANEL) M3 1,030.0000 5,150.00 0.000 0.00 F) 09 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 0.000 0.00 10 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 180,000.00 7.420 11,130.00 54.380 81,570.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 MINOR CONCRETE (GUTTER) M 45.0000 22,680.00 7.320 329.40 F) 12 MISCELLANEOUS IRON AND STEEL KG 8.0000 128,800.00 4,265.000 34,120.00 SF) 13 MISCELLANEOUS METAL KG 14.0000 41,300.00 1,180.000 16,520.00 SF)(RESTRAINER - PIPE TYPE) 14 MISCELLANEOUS METAL KG 13.0000 12,090.00 465.000 6,045.00 SF)(RESTRAINER - BAR TYPE) 15 MISCELLANEOUS METAL (BRIDGE) KG 16.0000 47,520.00 0.000 0.00 SF) 16 MISCELLANEOUS METAL (RETAINING WALL) KG 19.0000 4,636.00 0.000 0.00 SF) 17 SECURITY FENCE M 350.0000 11,550.00 0.000 0.00 S) 18 SECURITY FENCE GATE EA 2,250.0000 2,250.00 0.000 0.00 S) 19 CHAIN LINK FENCE (TYPE CL-1.2, M 80.0000 82,720.00 0.000 0.00 SF)VINYL-CLAD) 20 CHAIN LINK FENCE M 125.0000 38,750.00 0.000 0.00 S) (TYPE CL-1.2, BARRIER MOUNTED) 21 CHAIN LINK FENCE (TYPE CL-1.5, M 88.0000 58,960.00 0.000 0.00 S) VINYL-CLAD) 22 CHAIN LINK FENCE (TYPE CL-1.8) M 90.0000 33,300.00 100.000 9,000.00 S) 23 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 8,550.00 0.000 0.00 S) 24 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 9,000.00 0.000 0.00 S) 25 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 2,500.00 0.000 0.00 S) 26 OBJECT MARKER EA 25.0000 275.00 0.000 0.00 27 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 3,450.00 0.000 0.00 S) 28 CHAIN LINK RAILING (TYPE 7) M 75.0000 21,750.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 25) M 290.0000 11,310.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 25B) M 245.0000 151,900.00 0.000 0.00 31 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 198,450.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 27) M 245.0000 5,635.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 27A) M 160.0000 70,560.00 0.000 0.00 F) 34 CONCRETE BARRIER (TYPE 27B) M 350.0000 38,500.00 0.000 0.00 35 CONCRETE BARRIER (TYPE 27B MODIFIED) M 400.0000 16,800.00 0.000 0.00 36 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 170.0000 29,750.00 0.000 0.00 F) 37 CONCRETE BARRIER (TYPE 27 MODIFIED) M 165.0000 69,630.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 CONCRETE BARRIER (TYPE 50) M 90.0000 214,200.00 1,255.420 112,987.80 39 CONCRETE BARRIER (TYPE 50C) M 330.0000 36,300.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 50G2) M 2,300.0000 11,500.00 4.500 10,350.00 41 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 15,000.00 0.000 0.00 S) 42 CRASH CUSHION (QUAD-GUARD) EA 40,000.0000 40,000.00 0.000 0.00 S) 43 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 0.000 0.00 S) 44 CONCRETE BARRIER (TYPE 60) M 166.0000 149,400.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 60A MODIFIED) M 186.0000 26,784.00 0.000 0.00 F) 46 CONCRETE BARRIER (TYPE 60C) M 220.0000 48,400.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60D) M 118.0000 61,950.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 60E) M 800.0000 2,400.00 0.000 0.00 49 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,000.00 0.000 0.00 S) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 3,554.000 3,554.00 3,554.000 3,554.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,720.00 0.000 0.00 S) 52 PAINT POSTMILE MARKING M2 200.0000 2,000.00 0.000 0.00 S) 53 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16,880.00 902.000 1,804.00 1,158.000 2,316.00 S) 54 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,320.00 392.000 1,568.00 522.000 2,088.00 S) 55 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 0.530 29,150.00 S) (CITY STREET LOCATION 1) 56 LIGHTING (CITY STREET, LOCATION 1) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 57 LIGHTING (CITY STREET, LOCATION 2) LS 12,000.0000 12,000.00 0.380 4,560.00 0.380 4,560.00 S) 58 LIGHTING (CITY STREET, LOCATION 3) LS 2,500.0000 2,500.00 0.120 300.00 S) 59 LIGHTING (STAGE CONSTRUCTION) LS 80,500.0000 80,500.00 0.840 67,620.00 S) 60 LIGHTING AND SIGN ILLUMINATION LS 376,500.0000 376,500.00 0.030 11,295.00 0.430 161,895.00 S) 61 POWER AND COMMUNICATION (VTA) LS 25,000.0000 25,000.00 0.640 16,000.00 S) 62 TRAFFIC OPERATION SYSTEMS LS 52,500.0000 52,500.00 0.260 13,650.00 0.260 13,650.00 S) 63 TRAFFIC OPERATION SYSTEMS LS 79,000.0000 79,000.00 0.200 15,800.00 S) (STAGE CONSTRUCTION) 64 TRAFFIC OPERATION SYSTEMS (COUNTY) LS 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 TRAFFIC OPERATION SYSTEMS (LOCATION 1) LS 20,000.0000 20,000.00 0.700 14,000.00 S) 66 TRAFFIC OPERATION SYSTEMS (LOCATION 2) LS 25,000.0000 25,000.00 0.040 1,000.00 0.980 24,500.00 S) 67 TRAFFIC OPERATION SYSTEMS (LOCATION 3) LS 20,000.0000 20,000.00 0.800 16,000.00 S) 68 TRAFFIC OPERATION SYSTEMS (LOCATION 4) LS 8,500.0000 8,500.00 0.490 4,165.00 S) 69 TRAFFIC OPERATION SYSTEMS (LOCATION 5) LS 7,500.0000 7,500.00 0.570 4,275.00 S) 70 TRAFFIC OPERATION SYSTEMS (LOCATION 6) LS 6,500.0000 6,500.00 0.800 5,200.00 S) 71 TRAFFIC OPERATION SYSTEMS (LOCATION 7) LS 1.0000 1.00 0.000 0.00 S) 72 TRAFFIC OPERATION SYSTEMS (LOCATION 8) LS 41,500.0000 41,500.00 0.010 415.00 0.150 6,225.00 S) 73 TRAFFIC OPERATION SYSTEMS (LOCATION 9) LS 40,500.0000 40,500.00 0.010 405.00 0.350 14,175.00 S) 74 TRAFFIC OPERATION SYSTEMS (LOCATION 10) LS 68,500.0000 68,500.00 0.074 5,069.00 S) 75 TRAFFIC OPERATION SYSTEMS (LOCATION 11) LS 51,500.0000 51,500.00 0.040 2,060.00 0.173 8,909.50 S) 76 TRAFFIC OPERATION SYSTEMS (LOCATION 12) LS 156,500.0000 156,500.00 0.390 61,035.00 S) 77 TRAFFIC OPERATION SYSTEMS (LOCATION 13) LS 22,000.0000 22,000.00 0.020 440.00 0.360 7,920.00 S) 78 TRAFFIC OPERATION SYSTEMS (LOCATION 14) LS 42,000.0000 42,000.00 0.060 2,520.00 0.490 20,580.00 S) 79 TRAFFIC OPERATION SYSTEMS (LOCATION 15) LS 2,400.0000 2,400.00 0.000 0.00 S) 80 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 81 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 1,440.00 18,667.970 56,003.91 STRIPE 82 REMOVE SOUND WALL M2 35.0000 109,550.00 5,015.000 175,525.00 PROGRAM CAS145 PAGE 12 DATE 05/19/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 09:58 AM ESTIMATE NO. 16 BID OPENING 10/26/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 05/19/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,234,926.78 20,913,865.34 ADJUSTMENT OF COMPENSATION 0.00 160,033.80 EXTRA WORK 142,685.68 972,167.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,377,612.46 22,046,066.84 83 MOBILIZATION LS 4014,705.0000 4,014,705.00 1.000 4,014,705.00 ORIGINAL CONTRACT AMOUNT 40,182,721.00 TOTAL WORK COMPLETED 1,377,612.46 26,060,771.84 MATERIALS ON HAND ON SITE 798,541.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,377,612.46 26,859,313.39 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 12/17/04 275 03/14/05 03/14/05 11/30/06 169 21 0 0 62% 61% PROGRESS IS SATISFACTORY SAMUEL WANG RESIDENT ENGINEER PROGRAM CAS145 DATE 05/19/06