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 09/24/15 EST. NO. 056 TIME 02:10 PM R.E. NAME: CHEUNG, JOY 04-165424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/24/15 EST. NO. 056 TIME 02:10 PM R.E. NAME: CHEUNG, JOY 04-165424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING PAYROLL DMSJ -10,000.00 005 MISSING PAYROLL DMSJ 10,000.00 013 LATE SCHEDULE UPDATE -10,000.00 016 LATE SCHEDULE UPDATE 10,000.00 017 LATE CLOSURE PICKUP -48,235.57 022 LATE CLOSURE PICKUP -7,400.00 023 LATE CPM SCHEDULE -10,000.00 035 SHOP INSPECTION COST -5,000.00 035 LATE CPM SCHEDULE 10,000.00 036 STL413 CL 3 FAILED -6,944.00 037 FAILED TEST #L100563 -23,315.00 038 LATE CLOSURE PICKUP -22,200.00 042 FAILED #1100563REL 23,315.00 043 SOIL TESTING DEDUCT -3,882.50 044 RESTAKING -13,845.00 051 0.00 -107,507.07 LABOR COMPLIANCE VIOLATION UNRESOLVED LC ISSUES -2,000.00 014 MISS SUB DOCUMENTS -5,000.00 017 MISS SUB DOCUMENT 5,000.00 018 UNRESOLVED LC ISSUES 2,000.00 018 RUPERT CONSTRUCTION -38,000.00 027 RUPERT CONSTRUCTION 32,554.81 036 RELEASE RUPERT CONST 5,445.19 042 0.00 0.00 LIQUIDATED DAMAGES 30 CD 04/21 TO 05/20 -500,400.00 043 59 CD 02/21 TO 04/20 -852,100.00 043 18 CD 05/21 TO 06/08 -289,200.00 045 RET LIQ DAMG PER CLM 1,641,700.00 054 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 258 -5,091.13 006 OVERBID ITEM NO. 258 -2,545.57 010 OVERBID ITEM NO. 258 -2,036.45 013 OVERBID ITEM NO. 258 -509.12 025 OVERBID ITEM NO. 258 10,182.27 051 0.00 0.00 TOTAL DEDUCTIONS 0.00 -107,507.07 PROGRAM CAS145 PAGE 1 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 LOCATION FINAL ESTIMATE 04-ALA-880-27.4/28.0 -------------- FLATIRON WEST, INC. IN ALAMEDA COUNTY IN OAKLAND FROM 2100 GOODYEAR ROAD 0.9 KM SOUTH OF HIGH STREET TO BENICIA, CA 94510 0.2 KM SOUTH OF FRUITVALE AVENUE FED. AID NO. ACIM-8801(59)E ,ACBR-8801(59)E ,IM-8801(59)E REPLACE BRIDGES / CONSTRUCT ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 1.000 6,500 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,500.00 6.000 1,500 003 TIME-RELATED OVERHEAD LS 2,350,000.0000 2,350,000.00 1.000 2,350,000 004 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 5,000.00 807.346 20,183 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 1.000 150,000 006 300 MM TEMPORARY CULVERT M 70.0000 31,500.00 167.000 11,690 007 450 MM TEMPORARY CULVERT M 95.0000 11,400.00 77.000 7,315 008 TEMPORARY TIMBER BULKHEAD M3 2,000.0000 2,000.00 0.000 0 009 TEMPORARY INLET EA 1,000.0000 18,000.00 8.000 8,000 010 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 011 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000 012 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000 (S) PREVENTION PLAN 013 DEWATERING AND NON-STORM WATER LS 2,000.0000 2,000.00 1.000 2,000 DISCHARGE CONTROL 014 TEMPORARY SILT FENCE M 12.0000 24,000.00 2,806.450 33,677 015 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 22.000 77,000 016 TEMPORARY COVER M2 10.0000 9,000.00 17,061.110 170,611 017 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 30,000.00 75.000 30,000 018 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 100,000.0000 100,000.00 1.000 100,000 020 ARCHEOLOGICAL STUDY AREA LS 40,000.0000 40,000.00 1.000 40,000 021 STAGE 2 TEMPORARY SHORING M2 350.0000 35,000.00 0.000 0 (ARCHEOLOGICAL STUDY AREA) 022 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 (S) PROGRAM CAS145 PAGE 2 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 (S) 024 TYPE III BARRICADE EA 45.0000 3,825.00 27.000 1,215 (S) 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 263.000 7,890 (S) 026 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,000.0000 9,000.00 3.000 9,000 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 1.000 100,000 (S) 028 TEMPORARY RAILING (TYPE K) M 55.0000 627,000.00 7,839.510 431,173 029 TEMPORARY CRASH CUSHION MODULE EA 100.0000 38,000.00 319.000 31,900 (S) 030 TEMPORARY TRAFFIC SCREEN M 13.0000 14,560.00 1,280.000 16,640 031 ABANDON CULVERT M 18.0000 28,620.00 886.500 15,957 032 ABANDON INLET EA 1,200.0000 20,400.00 17.000 20,400 033 ABANDON SANITARY SEWER PIPE M 80.0000 20,800.00 0.000 0 034 ABANDON SANITARY SEWER MANHOLE EA 1,700.0000 3,400.00 0.000 0 035 REMOVE SANITARY SEWER MANHOLE EA 1,300.0000 6,500.00 0.000 0 036 REMOVE SANITARY SEWER PIPE M 170.0000 69,700.00 0.000 0 037 POTHOLE UNDERGROUND UTILITY EA 400.0000 1,600.00 4.000 1,600 038 GASOLINE PIPELINE WORK AND SAFETY PLAN LS 20,000.0000 20,000.00 1.000 20,000 039 ABANDON INACTIVE GASOLINE LINE M 300.0000 216,000.00 0.000 0 (PORT OF OAKLAND) 040 REMOVE CHAIN LINK FENCE M 10.0000 30,800.00 2,691.870 26,918 041 REMOVE RAILROAD TRACK M 130.0000 28,600.00 203.200 26,416 042 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,800.00 455.800 9,116 043 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 19,850.00 2,784.150 13,920 044 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 6,800.00 956.160 4,780 STRIPE 045 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 13,650.00 2,231.600 6,694 046 REMOVE PAVEMENT MARKING M2 30.0000 1,260.00 34.350 1,030 047 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,270.00 3,083.860 9,251 048 REMOVE PAVEMENT MARKER EA 1.0000 7,850.00 4,577.000 4,577 049 REMOVE ROADSIDE SIGN EA 45.0000 1,485.00 30.000 1,350 PROGRAM CAS145 PAGE 3 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN EA 45.0000 495.00 10.000 450 (STRAP AND SADDLE BRACKET METHOD) 051 REMOVE SIGN STRUCTURE EA 3,100.0000 12,400.00 4.000 12,400 052 REMOVE DRAINAGE GATE EA 1,500.0000 1,500.00 1.000 1,500 053 REMOVE CULVERT M 50.0000 55,000.00 1,095.300 54,765 054 REMOVE INACTIVE GASOLINE LINE M 250.0000 102,500.00 0.000 0 (PORT OF OAKLAND) 055 REMOVE GAS LINE M 75.0000 6,150.00 79.000 5,925 056 REMOVE WATER LINE M 100.0000 7,000.00 98.000 9,800 057 REMOVE INLET EA 900.0000 33,300.00 36.000 32,400 058 REMOVE HEADWALL EA 1,500.0000 3,000.00 2.000 3,000 059 REMOVE MANHOLE EA 2,900.0000 11,600.00 5.000 14,500 060 REMOVE JUNCTION STRUCTURE EA 1,800.0000 28,800.00 15.000 27,000 061 REMOVE RETAINING WALL LS 45,000.0000 45,000.00 1.000 45,000 062 REMOVE CONCRETE PAVEMENT M2 20.0000 224,200.00 7,393.460 147,869 063 REMOVE BASE AND SURFACING M3 30.0000 34,560.00 1,773.160 53,194 064 RELOCATE ROADSIDE SIGN EA 235.0000 470.00 0.000 0 065 ADJUST INLET EA 1,500.0000 7,500.00 4.000 6,000 066 ADJUST MANHOLE TO GRADE EA 2,500.0000 2,500.00 1.000 2,500 067 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 101,150.00 30,974.770 108,411 (S) 068 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 17.0000 11,560.00 1,157.440 19,676 069 REMOVE CONCRETE (CURB AND GUTTER) M 22.0000 86,900.00 3,870.950 85,160 070 REMOVE CONCRETE BARRIER M 25.0000 29,750.00 824.750 20,618 071 REMOVE CONCRETE ISLAND M2 45.0000 8,550.00 568.540 25,584 072 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 160.000 4,000 073 CAP INLET EA 2,000.0000 14,000.00 7.000 14,000 074 CAP MANHOLE EA 2,500.0000 2,500.00 1.000 2,500 075 REMOVE CRASH CUSHION (SAND FILLED) EA 1,200.0000 3,600.00 3.000 3,600 076 BRIDGE REMOVAL, LOCATION A LS 97,700.0000 97,700.00 1.000 97,700 PROGRAM CAS145 PAGE 4 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 1.000 200,000 078 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 1.000 200,000 079 BRIDGE REMOVAL (PORTION), LOCATION A LS 93,200.0000 93,200.00 1.000 93,200 080 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 1.000 27,000 081 VIBRATION MONITORING LS 90,000.0000 90,000.00 1.000 90,000 082 PHOTO SURVEY OF EXISTING FACILITIES LS 20,000.0000 20,000.00 1.000 20,000 (VIBRATION MONITORING) 083 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 084 DEVELOP WATER SUPPLY LS 36,000.0000 36,000.00 1.000 36,000 085 ROADWAY EXCAVATION M3 35.0000 1,025,500.00 14,210.770 497,376 086 SETTLEMENT INSTRUMENTATION (SURVEY HUBS) LS 1,200.0000 1,200.00 1.000 1,200 087 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 952,500.00 5,854.360 439,077 (AERIALLY DEPOSITED LEAD) 088 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000 (S) 089 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 20.0000 82,800.00 4,130.900 82,618 090 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 102,560.00 5,128.000 102,560 (F) 091 STRUCTURE EXCAVATION (PUMPING PLANT) M3 150.0000 141,000.00 940.000 141,000 (F) 092 STRUCTURE BACKFILL (PUMPING PLANT) M3 100.0000 39,000.00 390.000 39,000 (F) 093 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 135,760.00 3,394.000 135,760 (F) 094 STRUCTURE EXCAVATION (TYPE Z-2) M3 180.0000 95,040.00 528.400 95,112 (F) (AERIALLY DEPOSITED LEAD) 095 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 150.0000 23,100.00 130.000 19,500 (F) 096 STRUCTURAL BACKFILL (TYPE E) M3 40.0000 224,000.00 5,600.000 224,000 (F) 097 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 116,700.00 1,167.112 116,711 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 143,625.00 1,900.000 142,500 (F) 099 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 20.0000 240.00 12.000 240 (F) 100 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 13,600.00 136.000 13,600 (F) WALL) 101 SAND BACKFILL M3 130.0000 31,200.00 15.400 2,002 102 SOIL NAIL ASSEMBLY M 150.0000 246,900.00 1,234.500 185,175 103 IMPORTED BORROW M3 1.0000 6,980.00 900.000 900 PROGRAM CAS145 PAGE 5 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 IMPORTED MATERIAL (SHOULDER BACKING) TONN 130.0000 16,900.00 50.000 6,500 105 MULCH M3 9.0000 20,880.00 2,320.000 20,880 (S) 106 EROSION CONTROL (TYPE D) HA 12,000.0000 12,000.00 1.000 12,000 (S) 107 FIBER ROLLS M 11.0000 8,800.00 1,797.950 19,777 (S) 108 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 690.0000 3,450.00 3.000 2,070 (S) 109 200 MM CORRUGATED HIGH DENSITY M 125.0000 10,125.00 2.000 250 (S) POLYETHYLENE PIPE CONDUIT 110 200 MM WELDED STEEL PIPE CONDUIT M 275.0000 8,250.00 0.000 0 (S) (6.35 MM THICK) 111 CLASS 4 AGGREGATE SUBBASE M3 25.0000 270,000.00 9,391.950 234,798 112 CLASS 3 AGGREGATE BASE M3 35.0000 242,550.00 6,677.050 233,696 113 LEAN CONCRETE BASE M3 220.0000 798,600.00 3,979.770 875,549 114 HOT MIX ASPHALT TONN 100.0000 2,610,000.00 37,093.674 3,709,367 115 HOT MIX ASPHALT (OPEN GRADED) TONN 120.0000 336,000.00 2,968.540 356,224 116 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 132.00 33.000 132 117 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 4,760.00 1,017.000 4,068 118 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 60.00 15.000 60 119 TACK COAT TONN 1,000.0000 22,000.00 65.400 65,400 120 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 384,800.00 208.000 384,800 PILING 121 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 4,780,000.00 1,562.500 3,906,250 PILING 122 FURNISH PILING (CLASS 625) M 200.0000 529,800.00 0.000 0 (ALTERNATIVE V) 123 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,600.0000 316,800.00 0.000 0 124 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 125 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 162,000.00 324.000 162,000 (F) 126 STRUCTURAL CONCRETE, BRIDGE M3 630.0000 12,136,320.00 19,264.000 12,136,320 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 748,925.00 1,017.273 737,522 (F) 128 STRUCTURE CONCRETE (PUMPING PLANT) M3 900.0000 153,000.00 170.000 153,000 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 228,750.00 305.000 228,750 (F) (TYPE N) 130 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 124,300.00 131.000 131,000 (F) PROGRAM CAS145 PAGE 6 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (BACKFILL) M3 1,300.0000 40,300.00 43.300 56,290 132 HEAVY BLAST TEXTURE M2 30.0000 68,100.00 2,270.000 68,100 (F) 133 FRACTURE GRANITE TEXTURE M2 100.0000 52,200.00 495.400 49,540 (F) 134 DRILL AND BOND DOWEL M 200.0000 3,400.00 17.000 3,400 135 PTFE SPHERICAL BEARING EA 5,000.0000 140,000.00 28.000 140,000 136 JOINT SEAL ASSEMBLY (MR 80 MM) M 680.0000 68,000.00 100.000 68,000 137 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 102,500.00 25.000 102,500 138 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,100.0000 459,000.00 90.000 459,000 139 JOINT SEAL (MR 50 MM) M 300.0000 4,800.00 16.000 4,800 140 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 4,400,866.00 3,825,840.000 4,399,716 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 109,260.00 54,521.000 109,042 (SF) 142 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2500 32,875.00 26,300.000 32,875 (F) 143 HEADED BAR REINFORCEMENT EA 30.0000 252,300.00 8,410.000 252,300 (F) 144 SHOTCRETE M3 3,700.0000 70,300.00 14.250 52,725 (F) 145 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 404,808.00 33,734.000 404,808 (F) 146 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 23,613.80 33,734.000 23,613 (SF) 147 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 110.0000 10,450.00 95.000 10,450 (F) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 2,250.00 18.000 2,250 (1.6 MM-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 4,500.00 36.000 4,500 (2.0 MM-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 1,620.00 12.000 1,620 (1.6 MM-FRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 2,320.00 16.000 2,320 (2.0 MM-FRAMED) 152 1524 MM CAST-IN-DRILLED-HOLE M 3,850.0000 85,470.00 22.200 85,470 (S) CONCRETE PILE (SIGN FOUNDATION) 153 ROADSIDE SIGN - ONE POST EA 175.0000 7,175.00 36.000 6,300 154 ROADSIDE SIGN - TWO POST EA 250.0000 2,250.00 9.000 2,250 155 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 280.00 5.000 350 METHOD) 156 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 70.0000 13,300.00 89.200 6,244 157 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 230.0000 920.00 14.000 3,220 PROGRAM CAS145 PAGE 7 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 75.0000 74,250.00 948.000 71,100 159 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 90.0000 27,000.00 334.100 30,069 160 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 120.0000 18,000.00 146.000 17,520 161 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 18,000.00 233.000 27,960 162 750 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 43,200.00 269.500 32,340 163 300 MM REINFORCED CONCRETE PIPE M 320.0000 960.00 3.000 960 164 450 MM REINFORCED CONCRETE PIPE M 250.0000 1,500.00 3.000 750 165 750 MM REINFORCED CONCRETE PIPE M 225.0000 2,025.00 9.000 2,025 166 900 MM REINFORCED CONCRETE PIPE M 500.0000 9,000.00 20.000 10,000 167 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,050.0000 40,950.00 39.000 40,950 (CLASS II) 168 450 MM SLOTTED CORRUGATED STEEL PIPE M 250.0000 11,500.00 33.000 8,250 (1.63 MM THICK) 169 PERMEABLE MATERIAL (BLANKET) M3 40.0000 102,400.00 2,559.970 102,398 170 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 123,200.00 1,522.000 121,760 171 DRAINAGE INLET MARKER EA 20.0000 200.00 12.000 240 172 450 MM ALTERNATIVE FLARED END SECTION EA 675.0000 1,350.00 2.000 1,350 173 RUBBER CHECK VALVE EA 1,500.0000 1,500.00 1.000 1,500 (S) 174 900 MM PRECAST CONCRETE PIPE INLET M 2,500.0000 2,500.00 0.000 0 175 750 MM ALTERNATIVE SANITARY SEWER PIPE M 195.0000 39,000.00 0.000 0 176 200 MM ALTERNATIVE SANITARY SEWER PIPE M 95.0000 6,745.00 0.000 0 177 250 MM ALTERNATIVE SANITARY SEWER PIPE M 130.0000 12,220.00 0.000 0 178 300 MM ALTERNATIVE SANITARY SEWER PIPE M 140.0000 8,260.00 0.000 0 179 450 MM ALTERNATIVE SANITARY SEWER PIPE M 150.0000 1,800.00 0.000 0 180 200 MM DUCTILE IRON PIPE M 120.0000 1,560.00 0.000 0 (SANITARY SEWER) 181 200 MM DROP CONNECTION EA 700.0000 700.00 0.000 0 182 REHABILITATE SANITARY SEWER MANHOLE EA 3,800.0000 7,600.00 0.000 0 (TYPE 4) 183 REHABILITATE SANITARY SEWER MANHOLE EA 5,200.0000 52,000.00 0.000 0 (TYPE 5) 184 CONCRETE COLLAR CONNECTION EA 780.0000 2,340.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 RECONNECT 100 MM HOUSE CONNECTION EA 1,000.0000 5,000.00 0.000 0 186 RECONNECT 150 MM HOUSE CONNECTION EA 1,100.0000 5,500.00 0.000 0 187 100 MM HOUSE CONNECTION ALTERNATIVE M 60.0000 3,000.00 0.000 0 SANITARY SEWER PIPE 188 150 MM HOUSE CONNECTION ALTERNATIVE M 65.0000 3,250.00 0.000 0 SANITARY SEWER PIPE 189 100 MM HOUSE CONNECTION SANITARY SEWER EA 1,000.0000 5,000.00 0.000 0 CLEANOUT (2-WAY) 190 150 MM HOUSE CONNECTION SANITARY SEWER EA 1,100.0000 5,500.00 0.000 0 CLEANOUT (2-WAY) 191 ROCK SLOPE PROTECTION M3 800.0000 2,000.00 1.400 1,120 (BACKING NO. 2, METHOD B) 192 ROCK SLOPE PROTECTION FABRIC M2 130.0000 585.00 4.500 585 193 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 301,500.00 683.000 307,350 (S) CONSTRUCTION) 194 MINOR CONCRETE (GUTTER) M3 750.0000 6,000.00 8.000 6,000 (F) 195 DRAINAGE PUMPING EQUIPMENT LS 50,000.0000 50,000.00 1.000 50,000 196 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 1.000 170,000 197 MISCELLANEOUS IRON AND STEEL KG 3.0000 37,533.00 12,412.000 37,236 (SF) 198 ISOLATION CASING KG 10.0000 204,150.00 20,415.000 204,150 (F) 199 MISCELLANEOUS METAL (BRIDGE) KG 250.0000 32,500.00 130.000 32,500 (F) 200 BRIDGE DECK DRAINAGE SYSTEM KG 9.0000 148,977.00 16,553.000 148,977 (F) 201 PUMPING PLANT METAL WORK KG 10.0000 53,480.00 5,348.000 53,480 (F) 202 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 40,480.00 1,012.000 40,480 (SF)VINYL-CLAD) 203 CHAIN LINK FENCE (TYPE CL-1.8, M 59.0000 138,296.00 2,370.000 139,830 (S) VINYL-CLAD) 204 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 1,500.0000 3,000.00 4.000 6,000 VINYL-CLAD) 205 2.4M CHAIN LINK GATE (TYPE CL-1.8 EA 1,650.0000 9,900.00 6.000 9,900 (S) VINYL CLAD) 206 DELINEATOR (CLASS 1) EA 33.0000 2,244.00 68.000 2,244 207 OBJECT MARKER (TYPE K) EA 45.0000 135.00 3.000 135 208 OBJECT MARKER (TYPE L) EA 30.0000 150.00 5.000 150 209 CONCRETE BARRIER MARKER EA 20.0000 1,260.00 63.000 1,260 210 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 5,980.00 46.000 5,980 (S) 211 CONCRETE BARRIER (TYPE 26A MODIFIED) M 450.0000 94,500.00 200.000 90,000 (S) PROGRAM CAS145 PAGE 9 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TRANSITION RAILING (TYPE WB) EA 5,100.0000 30,600.00 6.000 30,600 (S) 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 1.000 950 (S) 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 5.000 16,000 (S) 215 CRASH CUSHION, SAND FILLED EA 4,500.0000 31,500.00 7.000 31,500 (S) 216 CONCRETE BARRIER (TYPE 60) M 140.0000 149,800.00 970.000 135,800 217 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 31,725.00 27.030 31,760 TYPE 60 MODIFIED (TYPE I) 218 CONCRETE BARRIER (TYPE 60C) M 200.0000 328,000.00 1,765.850 353,170 219 CONCRETE BARRIER (TYPE 60D) M 195.0000 79,950.00 410.000 79,950 (F) 220 CONCRETE BARRIER (TYPE 60E) M 800.0000 80,000.00 100.000 80,000 221 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 16,450.00 42.000 49,350 TYPE 60C MODIFIED (TYPE 1) 222 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,400.0000 11,200.00 8.000 11,200 TYPE 60 MODIFIED (TYPE II) 223 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 3,000.0000 13,200.00 4.400 13,200 TYPE 60C (TYPE II) 224 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 630.0000 4,410.00 7.000 4,410 TYPE 736 (TYPE II) 225 CONCRETE BARRIER (TYPE 736) M 125.0000 227,250.00 1,818.000 227,250 (F) 226 CONCRETE BARRIER (TYPE 736A) M 250.0000 98,000.00 392.000 98,000 (F) 227 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 204,820.00 539.000 204,820 (F) 228 CONCRETE BARRIER (TYPE 736B MODIFIED) M 425.0000 13,600.00 32.000 13,600 229 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 650.0000 5,200.00 8.000 5,200 TYPE 736B MODIFIED 230 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 440.0000 6,160.00 14.000 6,160 TYPE 736A MODIFIED (TYPE I) 231 CONCRETE BARRIER (TYPE 736B) M 425.0000 8,500.00 56.000 23,800 232 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 450.0000 3,150.00 7.000 3,150 TYPE 736A MODIFIED (TYPE II) 233 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 9,990.00 346.710 12,828 (S) 234 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 16,750.00 15,040.670 18,800 (S) 235 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,992.50 1,813.270 4,079 (S) 236 PAINT TRAFFIC STRIPE (1-COAT) M 1.0000 11,200.00 8,058.020 8,058 (S) 237 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 8,240.00 7,995.630 7,995 (S) 238 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 173.090 4,673 (S) PROGRAM CAS145 PAGE 10 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,920.00 6,541.000 13,082 (S) 240 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,680.00 3,601.000 14,404 (S) 241 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,800.0000 1,800.00 1.000 1,800 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 242 SIGNAL AND LIGHTING (LOCATION 1) LS 85,000.0000 85,000.00 1.000 85,000 (S) 243 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0 (S) 244 SIGNAL AND LIGHTING (LOCATION 3) LS 83,000.0000 83,000.00 1.000 83,000 (S) 245 SIGNAL AND LIGHTING (LOCATION 4) LS 115,000.0000 115,000.00 1.000 115,000 (S) 246 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 126,000.0000 126,000.00 1.000 126,000 (S) 247 LIGHTING (CITY STREET) LS 16,000.0000 16,000.00 1.000 16,000 (S) 248 LIGHTING (STAGE CONSTRUCTION) LS 62,000.0000 62,000.00 1.000 62,000 (S) 249 LIGHTING (CITY STREET) LS 19,000.0000 19,000.00 1.000 19,000 (S) (STAGE CONSTRUCTION) 250 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 1.000 390,000 (S) 251 TRAFFIC OPERATIONS SYSTEM LS 160,000.0000 160,000.00 1.000 160,000 (S) (STAGE CONSTRUCTION) 252 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 78,000.0000 78,000.00 1.000 78,000 (S) 253 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 80,000.0000 80,000.00 1.000 80,000 (S) 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 255 REMOVE 1600 MM INTERCEPTOR (EBMUD) M 1,200.0000 4,800.00 0.000 0 256 BRIDGE REMOVAL, LOCATION D LS 50,000.0000 50,000.00 1.000 50,000 257 SEWER VIDEO SURVEY LS 18,000.0000 18,000.00 1.000 18,000 PROGRAM CAS145 PAGE 11 DATE 09/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 02:10 PM ESTIMATE NO. 056 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 43,189,639.99 ADJUSTMENT OF COMPENSATION 0.00 9,828,496.59 EXTRA WORK 0.00 6,389,608.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 59,407,745.22 258 MOBILIZATION LS 5,075,000.0000 5,075,000.00 1.000 5,075,000 ORIGINAL CONTRACT AMOUNT 50,648,177.30 TOTAL WORK COMPLETED 0.00 64,482,745.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -107,507.07 TOTAL 0.00 64,375,238.15 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 258 MOBILIZATION 5,064,817.73 5,075,000.00 10,182.27 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 09/15/09 470 09/15/09 11/09/09 11/01/13 840 145 113 90 100% 100% CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/15