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 03/07/12 EST. NO.39 TIME 08:09 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 --------------------------------------------------------------------------- 077 0079 1,921.11 E.W. @ F.A.(+) 050307 N 2496.1 0079-1 -1,921.11 050307 N 2496.1 DAO CORRECTING ENTRY 0080 2,140.98 050407 N 2504.1 0080-1 -2,140.98 050407 N 2504.1 DAO CORRECTING ENTRY 0081 885.15 050507 N 2507.1 0081-1 -885.15 050507 N 2507.1 DAO CORRECTING ENTRY 103 0001 6,167,641.71 A.C. @ L.S.(+) 011012 N 1 0 6,167,641.71 TOTAL THIS ESTIMATE 8,861,181.77 TOTAL PREVIOUS ESTIMATE 15,028,823.48 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 03/07/12 EST. NO.39 TIME 08:09 AM R.E. NAME: SAMUEL WANG 04-4396U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DELINQUENT CPM -394,523.35 20 DELINQUENT CPM 394,523.35 21 RESTAKING SURVEY CHG -7,820.00 21 RESTAKING DEDUCTION -3,400.00 27 RESTAKING 3,400.00 32 RESTAKING 7,820.00 32 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 135,000.0000 135,000.00 1.000 135,000.00 002 TIME-RELATED OVERHEAD LS 200,000.0000 2,200,000.00 1.000 2,200,000.00 003 TEMPORARY FENCE (TYPE ESA) M 6.0000 1,560.00 64.400 386.40 004 450 MM TEMPORARY CULVERT M 90.0000 4,770.00 53.000 4,770.00 005 PREPARE STORM WATER POLLUTION LS 13,500.0000 13,500.00 1.000 13,500.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 1.000 40,000.00 007 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 77,000.00 105.000 23,100.00 008 TEMPORARY EROSION CONTROL M2 1.0000 14,000.00 17,852.000 17,852.00 009 TEMPORARY INLET EA 1,000.0000 2,000.00 2.000 2,000.00 010 TEMPORARY SILT FENCE M 4.0000 24,000.00 3,721.000 14,884.00 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 18,000.00 30.000 45,000.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 33,000.00 19.000 41,800.00 013 TEMPORARY COVER M2 4.0000 25,000.00 16,535.000 66,140.00 014 FISH FRIENDLY DIVERSION LS 135,000.0000 135,000.00 1.000 135,000.00 015 CONSTRUCTION AREA SIGNS LS 57,000.0000 57,000.00 1.000 57,000.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 230,000.0000 230,000.00 1.000 230,000.00 (S) 017 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 310.00 38.260 382.60 (S) 018 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 181,500.00 55,287.730 165,863.19 (S) 019 CHANNELIZER (SURFACE MOUNTED) EA 10.0000 3,400.00 340.000 3,400.00 020 TEMPORARY PAVEMENT MARKER EA 10.0000 126,000.00 10,951.000 109,510.00 (S) 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 550.0000 2,200.00 5.000 2,750.00 (S) 022 TEMPORARY RAILING (TYPE K) M 18.0000 477,990.00 22,325.980 401,867.64 PROGRAM CAS145 PAGE 2 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 100.0000 57,000.00 500.000 50,000.00 (S) 024 ABANDON CULVERT EA 1,500.0000 6,000.00 2.000 3,000.00 025 ABANDON RISER EA 650.0000 5,850.00 7.000 4,550.00 026 ABANDON PIEZOMETER EA 400.0000 4,000.00 10.000 4,000.00 027 REMOVE SECURITY FENCE M 50.0000 1,100.00 0.000 0.00 028 REMOVE CHAIN LINK FENCE M 15.0000 26,700.00 1,470.000 22,050.00 029 REMOVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 030 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 27,100.00 5,439.000 5,439.00 031 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 24,400.00 39,412.180 39,412.18 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 8,440.00 18,065.570 36,131.14 033 REMOVE PAVEMENT MARKER EA 1.0000 12,300.00 5,904.000 5,904.00 034 REMOVE ROADSIDE SIGN EA 80.0000 2,000.00 25.000 2,000.00 035 REMOVE SIGN STRUCTURE EA 3,000.0000 24,000.00 8.000 24,000.00 036 REMOVE FRAMED SIGN PANEL EA 900.0000 11,700.00 14.000 12,600.00 037 REMOVE ASPHALT CONCRETE DIKE M 2.0000 820.00 410.000 820.00 038 REMOVE 40 MM PVC WATERLINE M 35.0000 1,050.00 30.000 1,050.00 039 REMOVE CULVERT M 85.0000 119,850.00 1,200.640 102,054.40 040 REMOVE UNDERDRAIN M 45.0000 76,950.00 1,679.000 75,555.00 041 REMOVE INLET EA 650.0000 31,850.00 42.000 27,300.00 042 REMOVE HEADWALL EA 3,500.0000 3,500.00 1.000 3,500.00 043 REMOVE MANHOLE EA 1,400.0000 1,400.00 0.000 0.00 044 REMOVE 750 MM VCP SEWER PIPE M 1,400.0000 67,200.00 37.000 51,800.00 045 REMOVE CONCRETE PAVEMENT M2 15.0000 6,150.00 67.500 1,012.50 046 REMOVE BASE AND SURFACING M3 60.0000 2,160.00 36.000 2,160.00 047 SALVAGE METAL BEAM GUARD RAILING M 15.0000 29,550.00 1,970.000 29,550.00 048 RECONSTRUCT CHAIN LINK RAILING M 15.0000 840.00 56.000 840.00 (S) 049 ADJUST INLET EA 715.0000 22,880.00 30.000 21,450.00 PROGRAM CAS145 PAGE 3 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 990 MM PLASTIC PIPE LINER (SDR=32.5) M 595.0000 416,500.00 716.280 426,186.60 051 450 MM CURED IN PLACE PIPE M 440.0000 167,200.00 365.600 160,864.00 052 600 MM CURED IN PLACE PIPE M 530.0000 148,400.00 272.100 144,213.00 053 750 MM CURED IN PLACE PIPE M 820.0000 114,800.00 132.600 108,732.00 054 1350 MM CURED IN PLACE PIPE M 1,345.0000 147,950.00 105.000 141,225.00 055 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 32,600.00 16,300.000 32,600.00 (S) 056 REMOVE CONCRETE M3 160.0000 17,600.00 102.960 16,473.60 057 REMOVE CONCRETE BARRIER M 27.0000 72,360.00 989.000 26,703.00 058 REMOVE SLOPE PROTECTION (ROCK) M3 21.0000 4,935.00 100.000 2,100.00 059 REMOVE SLOPE PROTECTION M3 85.0000 6,545.00 53.500 4,547.50 (SACKED CONCRETE) 060 CLEAN BRIDGE DECK M2 4.0000 25,320.00 6,330.000 25,320.00 061 REMOVE AUTOMATIC DRAINAGE GATE EA 190.0000 190.00 1.000 190.00 062 CLEANOUT EXISTING DRAINAGE FACILITY EA 3,300.0000 6,600.00 2.000 6,600.00 063 ACCESS OPENING, SOFFIT EA 1,650.0000 6,600.00 4.000 6,600.00 064 REMOVE CRASH CUSHION (SAND FILLED) EA 270.0000 270.00 1.000 270.00 065 BRIDGE REMOVAL (PORTION), LOCATION A LS 42,500.0000 42,500.00 1.000 42,500.00 066 BRIDGE REMOVAL (PORTION), LOCATION B LS 57,300.0000 57,300.00 1.000 57,300.00 067 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 068 BRIDGE REMOVAL (PORTION), LOCATION D LS 37,300.0000 37,300.00 1.000 37,300.00 069 BRIDGE REMOVAL (PORTION), LOCATION E LS 45,500.0000 45,500.00 1.000 45,500.00 070 BRIDGE REMOVAL (PORTION), LOCATION F LS 21,800.0000 21,800.00 1.000 21,800.00 071 BRIDGE REMOVAL (PORTION), LOCATION G LS 16,500.0000 16,500.00 1.000 16,500.00 072 BRIDGE REMOVAL (PORTION), LOCATION H LS 15,200.0000 15,200.00 1.000 15,200.00 073 BRIDGE REMOVAL (PORTION), LOCATION I LS 3,200.0000 3,200.00 0.000 0.00 074 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,700.0000 2,700.00 1.000 2,700.00 075 BRIDGE REMOVAL (PORTION), LOCATION K LS 39,000.0000 39,000.00 1.000 39,000.00 076 BRIDGE REMOVAL (PORTION), LOCATION L LS 28,200.0000 28,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING LS 108,000.0000 108,000.00 1.000 108,000.00 078 DEVELOP WATER SUPPLY LS 108,000.0000 108,000.00 1.000 108,000.00 079 ROADWAY EXCAVATION M3 17.0000 1,402,500.00 17,843.000 303,331.00 080 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 25.0000 530,000.00 81,181.020 2,029,525.50 ASBESTOS) (RESTRICTED) 081 ROADWAY EXCAVATION (NATURALLY OCCURRING M3 30.0000 147,000.00 4,900.000 147,000.00 ASBESTOS) (HAZARDOUS) 082 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 083 ASBESTOS HEALTH AND SAFETY PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 084 DEWATERING LS 20,000.0000 20,000.00 1.000 20,000.00 085 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 921,000.00 921.000 921,000.00 (F) 086 STRUCTURE EXCAVATION (TYPE A) M3 1,500.0000 156,000.00 104.000 156,000.00 (F) 087 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 279,540.00 751.000 15,020.00 (F) 088 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 55,050.00 734.000 55,050.00 (F) 089 STRUCTURE BACKFILL (RETAINING WALL) M3 24.0000 338,760.00 735.000 17,640.00 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 124,740.00 865.000 116,775.00 (F) WALL) 091 SAND BACKFILL M3 125.0000 4,000.00 7.180 897.50 092 GROUT BACKFILL M3 425.0000 10,625.00 24.600 10,455.00 093 COMPACTION GROUTING M3 540.0000 1,566,000.00 3,469.000 1,873,260.00 094 DITCH EXCAVATION M3 245.0000 1,225.00 5.000 1,225.00 095 LIGHTWEIGHT EMBANKMENT MATERIAL M3 67.0000 1,031,800.00 15,745.015 1,054,916.01 (CELLULAR CONCRETE) 096 EROSION CONTROL (BLANKET) M2 6.0000 9,840.00 906.000 5,436.00 (S) 097 STRAW (EROSION CONTROL) TONN 250.0000 2,750.00 23.304 5,826.00 (S) 098 FIBER (EROSION CONTROL) KG 1.0000 1,590.00 3,848.640 3,848.64 (S) 099 FIBER ROLLS M 12.0000 44,520.00 3,552.080 42,624.96 (S) 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 8.000 4,000.00 101 SEED (EROSION CONTROL) KG 135.0000 14,850.00 254.900 34,411.50 (S) 102 COMPOST (EROSION CONTROL) KG 3.0000 14,370.00 10,657.980 31,973.94 (S) 103 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 720.00 824.480 1,648.96 (S) PROGRAM CAS145 PAGE 5 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.000 0.00 (S) 105 REMOVE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.600 21,000.00 106 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.000 0.00 (S) 107 200 MM CORRUGATED HIGH DENSITY M 250.0000 5,000.00 20.000 5,000.00 POLYETHYLENE PIPE CONDUIT 108 200 MM WELDED STEEL PIPE CONDUIT M 230.0000 14,720.00 64.000 14,720.00 (6.35 MM THICK) 109 EXTEND 200 MM CONDUIT M 300.0000 7,200.00 12.500 3,750.00 110 CLASS 4 AGGREGATE SUBBASE M3 15.0000 489,000.00 32,172.200 482,583.00 111 CLASS 3 AGGREGATE BASE M3 50.0000 33,000.00 724.000 36,200.00 112 CEMENT TREATED BASE M3 87.0000 1,139,700.00 13,029.000 1,133,523.00 113 ASPHALT TREATED PERMEABLE BASE M3 100.0000 368,000.00 3,900.000 390,000.00 114 ASPHALT CONCRETE (TYPE A) TONN 55.0000 2,865,500.00 51,633.289 2,839,830.90 115 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 2.0000 10,100.00 5,050.000 10,100.00 AREA) 116 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 3,960.00 364.000 4,368.00 117 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 12.0000 2,160.00 0.000 0.00 118 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 1,800.00 149.300 1,791.60 119 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 228.00 0.000 0.00 120 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 380.0000 1,900.00 49.300 18,734.00 121 CONCRETE PAVEMENT M3 175.0000 64,750.00 377.750 66,106.25 122 SEAL PAVEMENT JOINT M 20.0000 22,200.00 1,047.270 20,945.40 123 FURNISH STEEL PILING (HP 310 X 79) M 55.0000 5,775.00 102.000 5,610.00 124 DRIVE STEEL PILE (HP 310 X 79) EA 3,200.0000 12,800.00 4.000 12,800.00 (S) 125 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 104,500.00 55.000 104,500.00 (S) PILING 126 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,900.0000 269,700.00 92.400 267,960.00 (S) PILING 127 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 305,000.00 60.500 302,500.00 (S) PILING 128 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 6,500.0000 318,500.00 49.000 318,500.00 (S) PILING 129 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 173,800.00 158.200 174,020.00 (S) PILING 130 FURNISH PILING (CLASS 900C) M 45.0000 2,385.00 52.100 2,344.50 PROGRAM CAS145 PAGE 6 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 900C) EA 1,950.0000 5,850.00 3.000 5,850.00 (S) 132 FURNISH CONCRETE PILING (CLASS 625 M 40.0000 11,960.00 300.000 12,000.00 MODIFIED ALT "X") 133 DRIVE CONCRETE PILE (CLASS 625 EA 1,000.0000 15,000.00 15.000 15,000.00 (S) MODIFIED ALT "X") 134 FURNISH PILING (CLASS 625C MODIFIED) M 40.0000 35,560.00 1,061.000 42,440.00 135 DRIVE PILE (CLASS 625C MODIFIED) EA 1,000.0000 66,000.00 66.000 66,000.00 (S) 136 FURNISH PILING (CLASS 400C MODIFIED) M 40.0000 995,160.00 24,663.000 986,520.00 137 DRIVE PILE (CLASS 400C MODIFIED) EA 1,005.0000 1,365,795.00 1,258.000 1,264,290.00 (S) 138 FURNISH CONCRETE PILING (CLASS 400 M 40.0000 8,880.00 222.000 8,880.00 MODIFIED ALT "X") 139 DRIVE CONCRETE PILE (CLASS 400 MODIFIED EA 1,000.0000 15,000.00 15.000 15,000.00 (S) ALT "X") 140 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 198,000.00 880.000 198,000.00 (S) PILING (SOUND WALL) 141 PRESTRESSING CAST-IN-PLACE CONCRETE LS 85,000.0000 85,000.00 1.000 85,000.00 (S) 142 SEAL COURSE CONCRETE M3 220.0000 2,200.00 0.000 0.00 143 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 217,500.00 145.000 217,500.00 (F) 144 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 1,825,200.00 1,547.000 1,856,400.00 (F) 145 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 2,348,400.00 5,416.000 2,166,400.00 (F) 146 STRUCTURAL CONCRETE, APPROACH SLAB M3 640.0000 635,520.00 970.000 620,800.00 (F) (TYPE N) 147 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 94,500.00 135.000 94,500.00 (TYPE R) 148 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 436,230.00 339.615 444,895.65 (SF) 149 MINOR CONCRETE (BACKFILL) M3 135.0000 11,880.00 32.440 4,379.40 150 FRACTURED FIN TEXTURE M2 60.0000 285,960.00 4,766.000 285,960.00 (F) 151 DRILL AND BOND DOWEL M 40.0000 12,400.00 225.000 9,000.00 152 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 6.000 90,000.00 GIRDER (20 M - 25 M) 153 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 9,000.00 6.000 9,000.00 (S) GIRDER 154 CORE CONCRETE (201 MM - 250 MM) M 500.0000 2,000.00 4.000 2,000.00 (S) 155 CORE CONCRETE (251 MM - 300 MM) M 550.0000 4,950.00 9.200 5,060.00 (S) 156 SOUND WALL (MASONRY BLOCK) M2 150.0000 471,000.00 3,140.000 471,000.00 (SF) 157 JOINT SEAL (MR 30 MM) M 96.0000 20,448.00 181.500 17,424.00 (S) PROGRAM CAS145 PAGE 7 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 40 MM) M 125.0000 14,500.00 106.000 13,250.00 (S) 159 JOINT SEAL (MR 50 MM) M 250.0000 13,500.00 54.000 13,500.00 (S) 160 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 704,900.00 352,450.000 704,900.00 (SF) 161 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 821,524.00 381,262.000 762,524.00 (SF) 162 TREAT BRIDGE DECK M2 4.0000 25,320.00 6,330.000 25,320.00 (F) 163 FURNISH BRIDGE DECK TREATMENT MATERIAL L 15.0000 38,010.00 2,550.000 38,250.00 (LOW ODOR) 164 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 12,240.00 1,360.000 12,240.00 (F) WITH WALKWAY) 165 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 4,080.00 1,360.000 4,080.00 (SF)WITH WALKWAY) 166 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 367,200.00 45,900.000 367,200.00 (F) 167 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,900.00 45,900.000 45,900.00 (SF) 168 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 46,200.00 33.000 46,200.00 (S) CONCRETE PILE (SIGN FOUNDATION) 169 METAL (BARRIER MOUNTED SIGN) KG 26.0000 30,420.00 1,170.000 30,420.00 (F) 170 METAL (RAIL MOUNTED SIGN) KG 16.0000 5,280.00 330.000 5,280.00 (F) 171 METAL (SOUNDWALL MOUNTED SIGN) KG 16.0000 5,760.00 360.000 5,760.00 (F) 172 ROADSIDE SIGN - ONE POST EA 300.0000 6,900.00 21.000 6,300.00 173 ROADSIDE SIGN - TWO POST EA 450.0000 2,250.00 3.000 1,350.00 174 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 400.00 8.000 800.00 METHOD) 175 INSTALL SIGN OVERLAY M2 750.0000 1,500.00 1.100 825.00 176 INSTALL FRAMED SIGN PANEL EA 1,000.0000 13,000.00 14.000 14,000.00 177 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 194,250.00 1,085.400 189,945.00 178 600 MM ALTERNATIVE PIPE CULVERT M 205.0000 28,700.00 141.000 28,905.00 179 900 MM ALTERNATIVE PIPE CULVERT M 160.0000 8,320.00 52.000 8,320.00 180 450 MM REINFORCED CONCRETE PIPE M 165.0000 33,000.00 188.250 31,061.25 181 600 MM REINFORCED CONCRETE PIPE M 870.0000 3,480.00 4.440 3,862.80 182 750 MM REINFORCED CONCRETE PIPE M 350.0000 24,150.00 40.200 14,070.00 183 1200 MM REINFORCED CONCRETE PIPE M 1,685.0000 77,510.00 47.500 80,037.50 184 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,750.0000 227,500.00 112.000 196,000.00 (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,425.0000 228,000.00 158.000 225,150.00 (CLASS IV) 186 600 MM BITUMINOUS COATED CORRUGATED M 350.0000 14,700.00 41.500 14,525.00 STEEL PIPE (1.32 MM THICK) 187 750 MM BITUMINOUS COATED CORRUGATED M 480.0000 6,720.00 14.000 6,720.00 STEEL PIPE (1.32 MM THICK) 188 450 MM BITUMINOUS COATED SLOTTED M 220.0000 215,600.00 972.700 213,994.00 CORRUGATED STEEL PIPE (1.32 MM THICK) 189 200 MM PERFORATED PLASTIC M 65.0000 115,700.00 1,500.000 97,500.00 PIPE UNDERDRAIN 190 250 MM PERFORATED PLASTIC M 125.0000 110,000.00 1,122.500 140,312.50 PIPE UNDERDRAIN 191 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 130,250.00 5,171.000 129,275.00 192 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 160.0000 8,480.00 53.000 8,480.00 193 80 MM PLASTIC PIPE M 70.0000 9,800.00 140.000 9,800.00 (APPROACH SLAB DRAIN OUTLET) 194 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 52.0000 338,000.00 6,919.000 359,788.00 195 450 MM BITUMINOUS COATED CORRUGATED M 160.0000 32,000.00 160.900 25,744.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 196 450 MM ANCHOR ASSEMBLY EA 10.0000 160.00 18.000 180.00 197 WELDED STEEL PIPE CASING (BRIDGE) M 180.0000 4,140.00 25.000 4,500.00 198 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 2.000 1,240.00 199 750 MM AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 1.000 4,500.00 200 1220 MM PRECAST CONCRETE PIPE MANHOLE M 700.0000 14,700.00 12.200 8,540.00 201 40 MM POLYVINYL CHLORIDE WATERLINE M 50.0000 1,550.00 31.000 1,550.00 202 300 MM REINFORCED CONCRETE PIPE CASING M 190.0000 1,900.00 5.000 950.00 203 750 MM VITRIFIED CLAY SEWER PIPE M 1,825.0000 93,075.00 0.000 0.00 (S) 204 ROCK SLOPE PROTECTION M3 155.0000 18,600.00 49.000 7,595.00 (BACKING NO. 2, METHOD B) 205 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 160.0000 51,200.00 325.210 52,033.60 206 CONCRETE (GUTTER LINING) M3 1,500.0000 120,000.00 77.070 115,605.00 207 SLOPE PAVING (CONCRETE) M3 885.0000 149,565.00 131.000 115,935.00 (F) 208 SLOPE PAVING (PRECAST PANEL) M3 1,030.0000 5,150.00 0.000 0.00 (F) 209 ROCK SLOPE PROTECTION FABRIC M2 1.0000 490.00 373.200 373.20 210 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 180,000.00 112.060 168,090.00 (S) CONSTRUCTION) PROGRAM CAS145 PAGE 9 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 MINOR CONCRETE (GUTTER) M 45.0000 22,680.00 504.000 22,680.00 (F) 212 MISCELLANEOUS IRON AND STEEL KG 8.0000 128,800.00 15,589.000 124,712.00 (SF) 213 MISCELLANEOUS METAL KG 14.0000 41,300.00 2,950.000 41,300.00 (SF)(RESTRAINER - PIPE TYPE) 214 MISCELLANEOUS METAL KG 13.0000 12,090.00 930.000 12,090.00 (SF)(RESTRAINER - BAR TYPE) 215 MISCELLANEOUS METAL (BRIDGE) KG 16.0000 47,520.00 2,970.000 47,520.00 (SF) 216 MISCELLANEOUS METAL (RETAINING WALL) KG 19.0000 4,636.00 244.000 4,636.00 (SF) 217 SECURITY FENCE M 350.0000 11,550.00 33.000 11,550.00 (S) 218 SECURITY FENCE GATE EA 2,250.0000 2,250.00 1.000 2,250.00 (S) 219 CHAIN LINK FENCE (TYPE CL-1.2, M 80.0000 82,720.00 842.000 67,360.00 (SF)VINYL-CLAD) 220 CHAIN LINK FENCE M 125.0000 38,750.00 97.000 12,125.00 (S) (TYPE CL-1.2, BARRIER MOUNTED) 221 CHAIN LINK FENCE (TYPE CL-1.5, M 88.0000 58,960.00 667.000 58,696.00 (S) VINYL-CLAD) 222 CHAIN LINK FENCE (TYPE CL-1.8) M 90.0000 33,300.00 370.000 33,300.00 (S) 223 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 950.0000 8,550.00 3.000 2,850.00 (S) 224 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 9,000.00 0.000 0.00 (S) 225 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,500.0000 2,500.00 0.000 0.00 (S) 226 OBJECT MARKER EA 25.0000 275.00 0.000 0.00 227 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 3,450.00 88.730 6,654.75 (S) 228 CHAIN LINK RAILING (TYPE 7) M 75.0000 21,750.00 288.000 21,600.00 (S) 229 CONCRETE BARRIER (TYPE 25) M 290.0000 11,310.00 27.000 7,830.00 (F) 230 CONCRETE BARRIER (TYPE 25B) M 245.0000 151,900.00 605.000 148,225.00 231 CONCRETE BARRIER (TYPE 27A MODIFIED) M 150.0000 198,450.00 1,323.000 198,450.00 (F) 232 CONCRETE BARRIER (TYPE 27) M 245.0000 5,635.00 0.000 0.00 (F) 233 CONCRETE BARRIER (TYPE 27A) M 160.0000 70,560.00 271.000 43,360.00 (F) 234 CONCRETE BARRIER (TYPE 27B) M 350.0000 38,500.00 110.000 38,500.00 235 CONCRETE BARRIER (TYPE 27B MODIFIED) M 400.0000 16,800.00 42.000 16,800.00 236 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 170.0000 29,750.00 175.000 29,750.00 (F) 237 CONCRETE BARRIER (TYPE 27 MODIFIED) M 165.0000 69,630.00 422.000 69,630.00 (F) PROGRAM CAS145 PAGE 10 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 50) M 90.0000 214,200.00 1,690.420 152,137.80 239 CONCRETE BARRIER (TYPE 50C) M 330.0000 36,300.00 103.080 34,016.40 240 CONCRETE BARRIER (TYPE 50G2) M 2,300.0000 11,500.00 4.500 10,350.00 241 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 15,000.00 5.000 12,500.00 (S) 242 CRASH CUSHION (QUAD-GUARD) EA 40,000.0000 40,000.00 1.000 40,000.00 (S) 243 CRASH CUSHION (ADIEM) EA 40,000.0000 40,000.00 1.000 40,000.00 (S) 244 CONCRETE BARRIER (TYPE 60) M 166.0000 149,400.00 755.005 125,330.83 245 CONCRETE BARRIER (TYPE 60A MODIFIED) M 186.0000 26,784.00 144.000 26,784.00 (F) 246 CONCRETE BARRIER (TYPE 60C) M 220.0000 48,400.00 591.140 130,050.80 247 CONCRETE BARRIER (TYPE 60D) M 118.0000 61,950.00 525.000 61,950.00 (F) 248 CONCRETE BARRIER (TYPE 60E) M 800.0000 2,400.00 3.000 2,400.00 249 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,000.00 177.000 6,195.00 (S) 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 29,932.000 29,932.00 (S) 251 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,720.00 3,648.000 3,648.00 (S) 252 PAINT POSTMILE MARKING M2 200.0000 2,000.00 10.000 2,000.00 (S) 253 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16,880.00 6,936.000 13,872.00 (S) 254 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,320.00 3,638.000 14,552.00 (S) 255 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 1.000 55,000.00 (S) (CITY STREET LOCATION 1) 256 LIGHTING (CITY STREET, LOCATION 1) LS 2,500.0000 2,500.00 1.000 2,500.00 (S) 257 LIGHTING (CITY STREET, LOCATION 2) LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 258 LIGHTING (CITY STREET, LOCATION 3) LS 2,500.0000 2,500.00 1.000 2,500.00 (S) 259 LIGHTING (STAGE CONSTRUCTION) LS 80,500.0000 80,500.00 1.000 80,500.00 (S) 260 LIGHTING AND SIGN ILLUMINATION LS 376,500.0000 376,500.00 1.000 376,500.00 (S) 261 POWER AND COMMUNICATION (VTA) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 262 TRAFFIC OPERATION SYSTEMS LS 52,500.0000 52,500.00 1.000 52,500.00 (S) 263 TRAFFIC OPERATION SYSTEMS LS 79,000.0000 79,000.00 1.000 79,000.00 (S) (STAGE CONSTRUCTION) 264 TRAFFIC OPERATION SYSTEMS (COUNTY) LS 4,000.0000 4,000.00 1.000 4,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 265 TRAFFIC OPERATION SYSTEMS (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 266 TRAFFIC OPERATION SYSTEMS (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 267 TRAFFIC OPERATION SYSTEMS (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 268 TRAFFIC OPERATION SYSTEMS (LOCATION 4) LS 8,500.0000 8,500.00 1.000 8,500.00 (S) 269 TRAFFIC OPERATION SYSTEMS (LOCATION 5) LS 7,500.0000 7,500.00 1.000 7,500.00 (S) 270 TRAFFIC OPERATION SYSTEMS (LOCATION 6) LS 6,500.0000 6,500.00 1.000 6,500.00 (S) 271 TRAFFIC OPERATION SYSTEMS (LOCATION 7) LS 1.0000 1.00 1.000 1.00 (S) 272 TRAFFIC OPERATION SYSTEMS (LOCATION 8) LS 41,500.0000 41,500.00 1.000 41,500.00 (S) 273 TRAFFIC OPERATION SYSTEMS (LOCATION 9) LS 40,500.0000 40,500.00 1.000 40,500.00 (S) 274 TRAFFIC OPERATION SYSTEMS (LOCATION 10) LS 68,500.0000 68,500.00 1.000 68,500.00 (S) 275 TRAFFIC OPERATION SYSTEMS (LOCATION 11) LS 51,500.0000 51,500.00 1.000 51,500.00 (S) 276 TRAFFIC OPERATION SYSTEMS (LOCATION 12) LS 156,500.0000 156,500.00 1.000 156,500.00 (S) 277 TRAFFIC OPERATION SYSTEMS (LOCATION 13) LS 22,000.0000 22,000.00 1.000 22,000.00 (S) 278 TRAFFIC OPERATION SYSTEMS (LOCATION 14) LS 42,000.0000 42,000.00 0.822 34,524.00 (S) 279 TRAFFIC OPERATION SYSTEMS (LOCATION 15) LS 2,400.0000 2,400.00 1.000 2,400.00 (S) 280 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 281 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 1,440.00 20,656.970 61,970.91 STRIPE 282 REMOVE SOUND WALL M2 35.0000 109,550.00 3,130.000 109,550.00 PROGRAM CAS145 PAGE 12 DATE 03/07/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4396U4 TIME 08:09 AM ESTIMATE NO. 39 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 05/22/07 R.E. NAME: SAMUEL WANG DATE OF THIS ESTIMATE 03/07/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 35,415,373.80 ADJUSTMENT OF COMPENSATION 6,167,641.71 9,942,495.88 EXTRA WORK 0.00 5,086,327.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,167,641.71 50,444,197.28 283 MOBILIZATION LS 14,705.0000 4,014,705.00 1.000 4,014,705.00 ORIGINAL CONTRACT AMOUNT 40,182,721.00 TOTAL WORK COMPLETED 6,167,641.71 54,458,902.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 6,167,641.71 54,458,902.28 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 12/17/04 275 03/14/05 03/14/05 05/22/07 443 99 35 109 100% 100% SAMUEL WANG RESIDENT ENGINEER PROGRAM CAS145 DATE 03/07/12