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 04/22/10 EST. NO.58 TIME 02:04 PM R.E. NAME: WANG C SAMUEL 04-2332U4 --------------------------------------------------------------------------- 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 0052-2 1,767.55 E.W. @ F.A.(+) 062705 N 0128.0 DAO CORRECTING ENTRY 0132-3 -103.64 110205 N 0337.0 DAO CORRECTING ENTRY 0132-4 137.10 110205 N 0337.0 DAO CORRECTING ENTRY 0195 1,343.43 032506 N 0552.0 0207-1 -385.02 053006 N 0698.0 DAO CORRECTING ENTRY 0207-2 696.46 053006 N 0698.0 DAO CORRECTING ENTRY 0219-1 -463.56 062606 N 0651.0 DAO CORRECTING ENTRY 0219-2 1,064.23 062606 N 0651.0 DAO CORRECTING ENTRY 0238-1 -485.07 081106 N 0742.0 DAO CORRECTING ENTRY 0238-2 1,728.67 081106 N 0742.0 DAO CORRECTING ENTRY 0286-1 -157.73 112106 N 0890.0 DAO CORRECTING ENTRY 0286-2 274.68 112106 N 0890.0 DAO CORRECTING ENTRY 0355-1 -560.63 123107 N 5301.0 DAO CORRECTING ENTRY 0355-2 1,106.84 123107 N 5301.0 DAO CORRECTING ENTRY 0370 173.21 022807 N 5419.0 0403-1 -114.10 063008 N 5391.1 DAO CORRECTING ENTRY 0403-2 733.58 063008 N 5391.1 DAO CORRECTING ENTRY 0514 923.80 070708 N 554286 0515 684.54 070808 N 554287 0516 29,797.47 013107 N 563187 006 0009 13,349.96 A.C. @ U.P.(+) 061007 N 563286 059 0028 96.36 E.W. @ F.A.(+) 030107 N 5064.0 0116 174,900.00 040408 N 0116 0 0117 8,023.07 040408 N 563204 082 0018 596.83 E.W. @ F.A.(+) 092109 N 5821.0 0024 47,069.38 061007 N 563257 098 0003 40,377.25 A.C. @ U.P.(+) 081209 N 0003 0 0004 4,840.61 062209 N 563228 0005 6,670.17 091208 N 563239 0006 36,596.20 061007 N 563260 099 0018 44,587.67 E.W. @ F.A.(+) 092308 N 5703.0 101 0034 1,968.66 E.W. @ F.A.(+) 102808 N 5595.0 110 0021 65,000.00 A.C. @ L.S.(+) 120909 N 0001 0 482,237.97 TOTAL THIS ESTIMATE 9,786,652.80 TOTAL PREVIOUS ESTIMATE 10,268,890.77 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 04/22/10 EST. NO.58 TIME 02:04 PM R.E. NAME: WANG C SAMUEL 04-2332U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED CV TEST -885.60 03 FAILED C.V. TEST -478.87 12 DELINQUENT CPM SCHED -25,000.00 16 FAILED TESTS -4,821.60 17 LATE CLOSURE PICK-UP -11,000.00 17 FAILED C.S. VALUE -3,500.00 18 FAILED C.S. VALUE -508.00 20 REVERSAL OF EST #17 11,100.00 21 OVER RETURN EST 21 -100.00 24 FAILED S.E. VALUE -1,800.00 24 RELEASE OF DELINQCPM 25,000.00 30 FAILED GRADATION -3,600.00 34 DELINQUENT PAYROLL -10,000.00 35 DELINQUENT PAYROLL -10,000.00 36 REVERSAL OF EST #36 10,000.00 38 REVERSAL OF EST #35 10,000.00 41 LABOR UNION NON-COMP -10,000.00 43 REVERSAL OF EST #43 10,000.00 44 0.00 -15,594.07 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -10,000.00 04 MISSING PAYCHECK -10,000.00 07 REVERSAL OF LCV #7 10,000.00 21 REVERSAL OF LCV #4 10,000.00 21 MISSING DBE PAYROLL -10,000.00 45 REVERSAL OF EST #45 10,000.00 46 0.00 0.00 TOTAL DEDUCTIONS 0.00 -15,594.07 PROGRAM CAS145 PAGE 1 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 LOCATION SEMI-FINAL ESTIMATE 04-ALA-880-R0.0/2.9 ------------------- 04-SCL-880-8.2/10.5 DESILVA GATES FCI JNT VENTURE IN SANTA CLARA AND ALAMEDA COUNTIES 11555 DUBLIN BOULEVARD IN MILPITAS AND FREMONT AT VARIOUS DUBLIN CA 94568 LOCATIONS FED. AID NO. ACNH-880 -1(55)N ,I-880 -1(55)N WIDEN EXISITING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 10,000.0000 8,200,000.00 -6.000 -60,000.00 876.000 8,760,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 63,300.00 1,650.000 24,750.00 04 TEMPORARY 4.9 M CHAIN LINK GATE EA 1,000.0000 2,000.00 0.000 0.00 (TYPE 1.8) 05 TEMPORARY FENCE (TYPE ESA) M 12.0000 12,360.00 1,213.000 14,556.00 06 300 MM TEMPORARY CULVERT M 125.0000 8,500.00 42.000 5,250.00 07 300 MM TEMPORARY FLARED END SECTION EA 200.0000 400.00 2.000 400.00 08 450 MM TEMPORARY CULVERT M 200.0000 24,000.00 39.800 7,960.00 09 450 MM TEMPORARY FLARED END SECTION EA 400.0000 800.00 0.000 0.00 10 TEMPORARY CAP INLET EA 1,000.0000 1,000.00 0.000 0.00 11 TEMPORARY TIMBER BULKHEAD M3 600.0000 60.00 0.000 0.00 12 TEMPORARY ROCK SLOPE PROTECTION M3 100.0000 1,600.00 5.640 564.00 13 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 14 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 15 TEMPORARY HYDRAULIC MULCH M2 1.0000 35,000.00 45,750.000 45,750.00 (BONDED FIBER MATRIX) 16 TEMPORARY SILT FENCE M 7.0000 70,000.00 7,692.700 53,848.90 17 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 15,000.00 28.000 140,000.00 18 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 15,000.00 19.000 95,000.00 19 TEMPORARY COVER M2 1.0000 45,000.00 40,366.090 40,366.09 20 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 10,500.00 104.000 31,200.00 21 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.800 24,000.00 S) 22 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.950 142,500.00 S) PROGRAM CAS145 PAGE 2 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TYPE III BARRICADE EA 100.0000 6,300.00 78.000 7,800.00 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 42,000.00 912.000 31,920.00 S) 25 TEMPORARY RAILING (TYPE K) M 70.0000 1,876,000.00 27,991.000 1,959,370.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 200.0000 78,000.00 696.000 139,200.00 S) 27 ABANDON INLET EA 1,000.0000 11,000.00 12.000 12,000.00 28 ABANDON PIPE M 10.0000 11,600.00 1,004.760 10,047.60 29 OBLITERATE SURFACING M2 1.0000 3,280.00 3,642.510 3,642.51 30 REMOVE FENCE M 5.0000 16,700.00 2,415.000 12,075.00 31 REMOVE METAL BEAM GUARD RAILING M 25.0000 14,500.00 1,172.460 29,311.50 32 REMOVE FLARED END SECTION EA 100.0000 1,200.00 12.000 1,200.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 32,700.00 15,763.680 47,291.04 STRIPE 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,400.00 49,403.450 49,403.45 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 40.0000 480.00 298.660 11,946.40 36 REMOVE PAVEMENT MARKER EA 1.0000 7,100.00 10,939.000 10,939.00 37 REMOVE ROADSIDE SIGN EA 50.0000 4,100.00 54.000 2,700.00 38 REMOVE ROADSIDE SIGN EA 50.0000 550.00 6.000 300.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE (TRUSS) EA 3,000.0000 12,000.00 12.000 36,000.00 40 REMOVE SIGN STRUCTURE (BRIDGE MOUNTED) EA 3,000.0000 9,000.00 3.000 9,000.00 41 REMOVE PIPE M 40.0000 38,800.00 1,037.710 41,508.40 42 REMOVE INLET EA 500.0000 13,000.00 26.000 13,000.00 43 REMOVE HEADWALL EA 500.0000 13,000.00 22.000 11,000.00 44 RECONSTRUCT CHAIN LINK FENCE M 30.0000 64,500.00 3,057.370 91,721.10 45 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 200.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 2,000.00 1.000 500.00 47 RELOCATE SIGN STRUCTURE EA 4,000.0000 20,000.00 0.000 0.00 48 ADJUST MANHOLE TO GRADE EA 500.0000 2,500.00 5.000 2,500.00 49 MODIFY INLET TO MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7500 90,000.00 88,840.970 66,630.73 S) 51 REMOVE CONCRETE M3 100.0000 41,000.00 894.500 89,450.00 52 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 100.0000 5,600.00 55.200 5,520.00 53 REMOVE CONCRETE BARRIER (TYPE K) M 20.0000 300.00 73.150 1,463.00 54 REMOVE CONCRETE BARRIER (TYPE 50) M 20.0000 77,000.00 3,778.000 75,560.00 55 CAP INLET EA 333.3333 1,000.00 2.000 666.67 56 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000.00 57 BRIDGE REMOVAL, LOCATION B LS 230,000.0000 230,000.00 1.000 230,000.00 58 BRIDGE REMOVAL, LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 59 REMOVE CONCRETE (BOX CULVERT) LS 25,000.0000 25,000.00 1.000 25,000.00 60 CLEARING AND GRUBBING LS 32,400.0000 32,400.00 1.000 32,400.00 61 DEVELOP WATER SUPPLY LS 24,300.0000 24,300.00 1.000 24,300.00 62 ROADWAY EXCAVATION M3 10.0000 1,920,000.00 941.240 9,412.40 200,474.240 2,004,742.40 63 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 64 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 36,995.00 1,057.000 36,995.00 F) 65 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 32,000.00 160.000 32,000.00 F) 66 STRUCTURE EXCAVATION (TYPE D) M3 38.0000 490,960.00 12,920.000 490,960.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 19,600.00 1,341.000 26,820.00 68 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 317,300.00 6,346.000 317,300.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 70.0000 39,900.00 1,302.000 91,140.00 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 160.0000 3,840.00 10.000 1,600.00 WALL) 71 SAND BACKFILL M3 150.0000 40,500.00 199.800 29,970.00 72 EARTH RETAINING STRUCTURE WALL NO. 2 M2 400.0000 38,800.00 0.000 0.00 F) 73 EARTH RETAINING STRUCTURE WALL NO. 3 M2 364.0000 400,400.00 1,018.000 370,552.00 F) 74 EARTH RETAINING STRUCTURE WALL NO. 4 M2 310.0000 48,670.00 417.000 129,270.00 F) 75 EARTH RETAINING STRUCTURE WALL NO. 5 M2 338.0000 322,790.00 827.585 279,723.73 F) 76 EARTH RETAINING STRUCTURE WALL NO. 6 M2 320.0000 121,600.00 404.000 129,280.00 F) PROGRAM CAS145 PAGE 4 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE WALL NO. 8 M2 320.0000 142,400.00 491.000 157,120.00 F) 78 EARTH RETAINING STRUCTURE WALL NO. 9 M2 320.0000 63,360.00 198.000 63,360.00 F) 79 IMPORTED BORROW (STRUCTURE APPROACH) M3 0.0100 2,870.00 49,533.000 495.33 286,980.000 2,869.80 80 DRAINAGE WICK M 1.6000 61,600.00 30,076.000 48,121.60 81 SETTLEMENT INSTRUMENTATION LS 50,000.0000 50,000.00 1.000 50,000.00 82 IMPORTED BORROW M3 25.0000 12,500.00 0.000 0.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 83 GEOSYNTHETIC REINFORCED EMBANKMENT M2 25.0000 31,250.00 0.000 0.00 84 ROCK BLANKET M2 60.0000 82,200.00 1,503.800 90,228.00 85 ROCK BLANKET (EROSION CONTROL) M2 30.0000 27,000.00 900.000 27,000.00 S) 86 EROSION CONTROL (NETTING) M2 6.0000 81,600.00 14,557.350 87,344.10 S) 87 STRAW (EROSION CONTROL) TONN 300.0000 23,100.00 53.800 16,140.00 S) 88 FIBER (EROSION CONTROL) KG 1.0000 11,000.00 6,214.140 6,214.14 S) 89 FIBER ROLLS M 8.0000 96,800.00 10,599.650 84,797.20 90 DRAIN INLET PROTECTION EA 260.0000 6,500.00 9.000 2,340.00 91 COMPOST (EROSION CONTROL) M3 350.0000 24,150.00 52.060 18,221.00 S) 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 6.000 4,500.00 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 60.0000 118,200.00 1,557.030 93,421.80 S) 94 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 9,600.00 1,620.100 6,480.40 S) 95 PLANT (GROUP M) EA 13.0000 80,990.00 3,115.000 40,495.00 S) 96 75 MM GALVANIZED STEEL PIPE M 200.0000 3,000.00 0.000 0.00 S) (SUPPLY LINE) (CULVERT) 97 NPS 3 SUPPLY LINE (BRIDGE) M 180.0000 23,940.00 133.000 23,940.00 98 WATER METER (25 MM) EA 18,000.0000 18,000.00 0.000 0.00 S) 99 WATER METER (50 MM) EA 25,000.0000 100,000.00 0.000 0.00 S) 00 WATER METER (75 MM) EA 32,000.0000 32,000.00 0.000 0.00 S) 01 200 MM CORRUGATED HIGH DENSITY M 200.0000 70,000.00 352.000 70,400.00 S) POLYETHYLENE PIPE CONDUIT 02 LIME TONN 120.0000 70,800.00 478.940 57,472.80 03 LIME STABILIZATION M2 3.0000 99,600.00 31,209.000 93,627.00 PROGRAM CAS145 PAGE 5 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 4 AGGREGATE SUBBASE M3 15.0000 1,171,500.00 73,817.120 1,107,256.80 05 CLASS 3 AGGREGATE BASE M3 20.0000 250,000.00 9,504.180 190,083.60 06 CEMENT TREATED BASE M3 80.0000 2,000,000.00 22,480.230 1,798,418.40 (PLANT-MIXED, CLASS A) 07 ASPHALTIC EMULSION (CURING SEAL) TONN 100.0000 19,000.00 65.860 6,586.00 08 LEAN CONCRETE BASE M3 200.0000 208,000.00 986.110 197,222.00 09 ASPHALT TREATED PERMEABLE BASE M3 80.0000 43,200.00 735.420 58,833.60 10 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 222,000.00 1,435.670 287,134.00 11 ASPHALT CONCRETE (TYPE A) TONN 55.0000 5,467,000.00 95,432.320 5,248,777.60 12 ASPHALT CONCRETE (OPEN GRADED) TONN 40.0000 504,000.00 11,797.120 471,884.80 13 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 50.0000 651,000.00 11,415.690 570,784.50 14 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 19,950.00 12.000 180.00 799.000 11,985.00 AREA) 15 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 3,120.00 1,049.000 3,147.00 16 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.0000 3,060.00 653.500 1,960.50 17 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 19,170.00 5,395.000 16,185.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 2,070.00 741.500 2,224.50 19 CONCRETE PAVEMENT M3 285.0000 604,200.00 1,987.180 566,346.30 20 SEAL PAVEMENT JOINT M 3.0000 15,210.00 5,067.000 15,201.00 21 CRACK EXISTING CONCRETE PAVEMENT M2 6.0000 16,860.00 0.000 0.00 22 FURNISH PILING CLASS 625C MODIFIED M 111.0000 1,356,309.00 12,216.107 1,355,987.88 23 DRIVE PILE CLASS 625C MODIFIED EA 580.0000 425,140.00 733.000 425,140.00 S) 24 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 308.0000 685,916.00 0.000 0.00 PILING (508 MM) TYPE A 25 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 1,000.0000 102,000.00 0.000 0.00 S) (508 MM) TYPE A 26 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 364.0000 1,300,572.00 0.000 0.00 PILING (508 MM) TYPE B 27 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 850.0000 117,300.00 0.000 0.00 S) (508 MM) TYPE B 28 PRESTRESSING CAST-IN-PLACE CONCRETE LS 570,000.0000 570,000.00 1.000 570,000.00 S) 29 SEAL COURSE CONCRETE M3 300.0000 12,300.00 21.300 6,390.00 30 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 210.0000 830,340.00 3,954.000 830,340.00 F) PROGRAM CAS145 PAGE 6 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, BRIDGE M3 510.0000 6,545,850.00 12,864.000 6,560,640.00 F) 32 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 243,450.00 769.500 346,275.00 F) 33 STRUCTURAL CONCRETE, BARRIER SLAB M3 475.0000 337,250.00 710.000 337,250.00 F) 34 STRUCTURAL CONCRETE APPROACH SLAB M3 700.0000 24,500.00 35.000 24,500.00 F) (TYPE EQ MODIFIED) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 303,100.00 433.000 303,100.00 F) (TYPE N) 36 CLASS 2 CONCRETE (BOX CULVERT) M3 820.0000 101,680.00 124.000 101,680.00 F) 37 CLASS 2 CONCRETE (WINGWALLS) M3 1,200.0000 22,800.00 19.000 22,800.00 38 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 667,800.00 1,484.000 667,800.00 F) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 410,000.00 423.671 423,671.00 F) 40 MINOR CONCRETE (MEDIAN PAVING) M3 400.0000 41,200.00 18.193 7,277.20 F) 41 MINOR CONCRETE (BACKFILL) M3 150.0000 21,000.00 124.650 18,697.50 42 FRACTURED FIN TEXTURE M2 40.0000 36,640.00 916.000 36,640.00 F) 43 FRACTURED GRANITE TEXTURE M2 450.0000 22,050.00 91.000 40,950.00 F) 44 PTFE BEARING EA 3,000.0000 42,000.00 14.000 42,000.00 S) 45 JOINT SEAL (MR 30 MM) M 135.0000 21,735.00 161.000 21,735.00 S) 46 JOINT SEAL ASSEMBLY (MR 90 MM) M 660.0000 8,580.00 13.000 8,580.00 S) 47 JOINT SEAL ASSEMBLY (MR 100 MM) M 615.0000 18,450.00 30.000 18,450.00 S) 48 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 22,800.00 16.950 20,340.00 S) 49 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 28,500.00 16.950 25,425.00 S) 50 JOINT SEAL (MR 50 MM) M 250.0000 9,000.00 36.000 9,000.00 S) 51 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 4,102,880.00 2,709,658.000 4,335,452.80 SF) 52 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 92,536.00 42,449.050 169,796.20 SF) 53 BAR REINFORCING STEEL (WING WALL) KG 6.0000 2,730.00 455.000 2,730.00 SF) 54 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7000 413,157.80 243,034.000 413,157.80 SF) 55 ISOLATION CASING KG 10.0000 344,000.00 0.000 0.00 SF) 56 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 229,390.00 69,842.000 488,894.00 F) 57 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,770.00 69,842.000 69,842.00 SF) PROGRAM CAS145 PAGE 7 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 760 MM CAST-IN-DRILLED-HOLE M 10.0000 90.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 59 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 59,000.00 42.500 42,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 METAL (RAIL MOUNTED SIGN) KG 15.0000 9,900.00 780.000 11,700.00 61 ROADSIDE SIGN - ONE POST EA 200.0000 11,000.00 28.000 5,600.00 62 ROADSIDE SIGN - TWO POST EA 400.0000 4,400.00 9.000 3,600.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 600.00 15.000 1,800.00 METHOD) 64 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 2,800.00 0.000 0.00 65 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 66 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 120.0000 15,600.00 159.400 19,128.00 67 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 150.0000 439,500.00 2,879.800 431,970.00 68 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 115,500.00 275.000 48,125.00 69 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 200.0000 132,000.00 837.700 167,540.00 70 750 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 275.0000 101,750.00 390.100 107,277.50 71 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 370.0000 181,300.00 484.000 179,080.00 72 1050 MM ALTERNATIVE PIPE CULVERT M 325.0000 172,250.00 495.360 160,992.00 (TYPE B) 73 300 MM REINFORCED CONCRETE PIPE M 175.0000 15,050.00 85.200 14,910.00 74 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,500.0000 210,000.00 138.300 207,450.00 (CLASS II) 75 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,600.0000 68,800.00 30.500 48,800.00 (CLASS II) 76 JACKED 1050 MM REINFORCED CONCRETE PIPE M 1,700.0000 95,200.00 55.200 93,840.00 (CLASS II) 77 300 MM CORRUGATED STEEL PIPE M 250.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 78 450 MM SLOTTED CORRUGATED STEEL PIPE M 225.0000 90,000.00 412.400 92,790.00 (2.01 MM THICK) 79 80 MM PLASTIC PIPE M 20.0000 3,800.00 190.000 3,800.00 80 80 MM SLOTTED PLASTIC PIPE M 50.0000 29,700.00 594.000 29,700.00 81 200 MM NON-PERFORATED PLASTIC PIPE M 150.0000 6,000.00 0.000 0.00 CROSSDRAIN 82 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 29,800.00 1,848.000 36,960.00 83 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 10,000.00 245.000 12,250.00 84 FILTER FABRIC M2 2.0000 1,620.00 810.000 1,620.00 PROGRAM CAS145 PAGE 8 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CLASS 3 PERMEABLE MATERIAL M3 50.0000 4,050.00 81.000 4,050.00 86 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 50.0000 149,000.00 2,978.000 148,900.00 87 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 49,200.00 820.000 49,200.00 88 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 15,900.00 57.000 8,550.00 89 250 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 5,550.00 18.500 2,775.00 90 450 MM WELDED STEEL PIPE CASING M 300.0000 7,500.00 25.000 7,500.00 (BRIDGE) 91 610 MM WELDED STEEL PIPE CASING M 500.0000 7,500.00 15.000 7,500.00 (BRIDGE) 92 450 MM ALTERNATIVE FLARED END SECTION EA 400.0000 3,600.00 8.000 3,200.00 93 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 94 ROCK SLOPE PROTECTION M3 250.0000 8,000.00 30.640 7,660.00 (BACKING NO. 1, METHOD B) 95 CONCRETE (CHANNEL LINING) M3 1,200.0000 16,800.00 14.000 16,800.00 96 SLOPE PAVING (CONCRETE) M3 1,200.0000 22,800.00 19.000 22,800.00 F) 97 SLOPE PAVING (MASONRY BLOCK) M2 250.0000 318,250.00 1,273.000 318,250.00 F) 98 ROCK SLOPE PROTECTION FABRIC M2 15.0000 1,125.00 71.580 1,073.70 99 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 213,500.00 540.680 189,238.00 CONSTRUCTION) 00 MINOR CONCRETE (BROOM FINISH) M2 30.0000 85,500.00 2,801.870 84,056.10 01 MISCELLANEOUS IRON AND STEEL KG 2.5000 76,725.00 26,382.000 65,955.00 SF) 02 MISCELLANEOUS METAL KG 8.0000 63,680.00 7,960.000 63,680.00 SF)(RESTRAINER - CABLE TYPE) 03 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 102,500.00 10,250.000 102,500.00 SF) 04 CHAIN LINK FENCE (TYPE CL-1.2) M 50.0000 18,500.00 722.000 36,100.00 S) 05 CHAIN LINK FENCE (TYPE CL-1.2, M 50.0000 7,900.00 0.000 0.00 SF)VINYL-CLAD) 06 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 187,800.00 2,803.000 168,180.00 S) 07 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 5.000 3,000.00 S) 08 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 8,000.00 0.000 0.00 S) 09 DELINEATOR (CLASS 1) EA 35.0000 7,700.00 139.000 4,865.00 10 OBJECT MARKER EA 40.0000 1,720.00 38.000 1,520.00 11 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 139,100.00 1,836.820 119,393.30 S) PROGRAM CAS145 PAGE 9 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CHAIN LINK RAILING M 200.0000 2,400.00 0.000 0.00 S) 13 CHAIN LINK RAILING (TYPE 7) M 150.0000 62,400.00 556.000 83,400.00 SF) 14 PIPE HANDRAILING M 518.0000 41,440.00 0.000 0.00 SF) 15 CONCRETE BARRIER (TYPE 26 MODIFIED) M 390.0000 134,550.00 345.000 134,550.00 F) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 70,000.00 28.000 56,000.00 S) 17 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 15,000.00 15.000 9,000.00 S) 18 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 800.0000 5,600.00 0.000 0.00 S) 19 CRASH CUSHION, SAND FILLED EA 4,000.0000 20,000.00 5.000 20,000.00 S) 20 CONCRETE BARRIER (TYPE 60) M 250.0000 7,500.00 30.000 7,500.00 21 CONCRETE BARRIER (TYPE 60C) M 125.0000 457,500.00 3,654.000 456,750.00 22 CONCRETE BARRIER (TYPE 60D) M 125.0000 32,500.00 424.800 53,100.00 23 CONCRETE BARRIER (TYPE 60D MODIFIED) M 130.0000 40,170.00 249.500 32,435.00 F) 24 CONCRETE BARRIER (TYPE 60E) M 250.0000 35,250.00 141.000 35,250.00 25 CONCRETE BARRIER (TYPE 736B) M 300.0000 66,000.00 251.000 75,300.00 26 CONCRETE BARRIER (TYPE 736 MOD) M 400.0000 2,000.00 16.000 6,400.00 (RETAINING WALL) 27 CONCRETE BARRIER (TYPE 736 MOD) M 300.0000 1,800.00 6.000 1,800.00 (RCB EXTENSION) 28 CONCRETE BARRIER (TYPE 736A) M 200.0000 96,000.00 480.000 96,000.00 29 CONCRETE BARRIER (TYPE 736 MODIFIED) M 195.0000 384,930.00 1,900.500 370,597.50 F) 30 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 24,850.00 747.450 26,160.75 S) 31 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 6,600.00 182.010 10,010.55 S) (STAGE CONSTRUCTION) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 41,500.00 45,469.820 45,469.82 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 102,400.00 64,316.310 128,632.62 S) (STAGE CONSTRUCTION) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 11,560.00 5,847.370 11,694.74 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 16,720.00 8,540.500 34,162.00 S) (STAGE CONSTRUCTION) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,060.00 3,446.340 3,446.34 S) (BROKEN 3.66 M - 0.92 M) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,860.00 6,737.450 6,737.45 S) (BROKEN 5.18 M - 2.14 M) 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,000.00 13,001.000 26,002.00 S) PROGRAM CAS145 PAGE 10 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 27,840.00 10,088.000 30,264.00 S) (STAGE CONSTRUCTION) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 25,720.00 7,129.000 28,516.00 S) 41 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 25,450.00 6,670.000 33,350.00 S) (STAGE CONSTRUCTION) 42 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 43 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.013 975.00 0.973 72,975.00 S) 44 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 45 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 46 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 47 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.059 11,800.00 0.974 194,800.00 S) 48 LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.936 70,200.00 S) (STAGE CONSTRUCTION) 49 50 MM SPRINKLER CONTROL CONDUIT M 25.0000 375.00 0.000 0.00 S) (CULVERT) 50 VIDEO IMAGE SENSOR ASSEMBLY EA 2,000.0000 4,000.00 3.000 6,000.00 S) 51 TRAFFIC OPERATIONS SYSTEM LS 200,000.0000 200,000.00 0.073 14,600.00 0.998 199,600.00 S) 52 VIDEO IMAGE PROCESSING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 53 DIAL-UP MODEM EA 1,000.0000 1,000.00 1.000 1,000.00 54 CELLULAR DIGITAL PACKET DATA WIRELESS EA 1,000.0000 8,000.00 8.000 8,000.00 S) MODEM 55 CAMERA CONTROL UNIT EA 5,000.0000 15,000.00 3.000 15,000.00 S) 56 VIDEO ENCODER UNIT EA 20,000.0000 60,000.00 3.000 60,000.00 S) 57 INTERGRATED SERVICES DIGITAL NETWORK EA 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000.00 S) TERMINAL ADAPTOR UNIT 58 EXTINGUISHABLE MESSAGE SIGN PANEL EA 20,000.0000 100,000.00 5.000 100,000.00 S) PROGRAM CAS145 PAGE 11 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2332U4 TIME 02:04 PM ESTIMATE NO. 58 BID OPENING 10/13/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/09 R.E. NAME: WANG C SAMUEL DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -19,537.27 51,971,811.71 ADJUSTMENT OF COMPENSATION 166,834.19 5,419,314.61 EXTRA WORK 315,403.78 4,849,576.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 462,700.70 62,240,702.48 59 MOBILIZATION LS 5900,000.0000 5,900,000.00 1.000 5,900,000.00 ORIGINAL CONTRACT AMOUNT 59,761,945.80 TOTAL WORK COMPLETED 462,700.70 68,140,702.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,594.07 TOTAL 462,700.70 68,125,108.41 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/21/04 820 04/16/05 04/06/05 11/18/09 925 227 105 0 100% 100% WANG C SAMUEL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/10