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 02/26/13 EST. NO.41 TIME 01:11 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 --------------------------------------------------------------------------- 001 0233 2,742.76 E.W. @ F.A.(+) 090910 Y 645.20 0234 5,969.48 090910 Y 0645.3 008 0025-1 -2,609.63 E.W. @ F.A.(+) 092310 Y 0662.0 DAO CORRECTING ENTRY 0025-2 2,836.41 092310 Y 0662.0 DAO CORRECTING ENTRY 009 0061-3 -32.09 E.W. @ F.A.(+) 122911 Y 1909.0 DAO CORRECTING ENTRY 0061-4 192.58 122911 Y 1909.0 DAO CORRECTING ENTRY 010 0007 154,144.11 A.C. @ L.S.(+) 021713 N 2129.0 014 0012 59,928.00 A.C. @ L.S.(+) 012913 N 2128.0 021 0071 2,500.00 A.C. @ F.A.(+) 021010 N 2130.0 028 0331 2,803.98 A.C. @ F.A.(+) 092810 Y 0840.1 0343 1,212.02 061110 Y 0440.1 032 0003 1,747.83 E.W. @ F.A.(+) 030910 Y 1653.0 070 0007 6,560.67 E.W. @ L.S.(+) 022013 N 2132.0 082 0004 46,644.39 E.W. @ L.S.(+) 022013 N 2133.0 094 0002 382.75 E.W. @ F.A.(+) 081012 Y 2073.0 285,023.26 TOTAL THIS ESTIMATE 12,393,933.10 TOTAL PREVIOUS ESTIMATE 12,678,956.36 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 02/26/13 EST. NO.41 TIME 01:11 PM R.E. NAME: CHEUNG, JOY 04-165424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING PAYROLL DMSJ -10,000.00 05 MISSING PAYROLL DMSJ 10,000.00 13 LATE SCHEDULE UPDATE -10,000.00 16 LATE SCHEDULE UPDATE 10,000.00 17 LATE CLOSURE PICKUP -48,235.57 22 LATE CLOSURE PICKUP -7,400.00 23 LATE CPM SCHEDULE -10,000.00 35 SHOP INSPECTION COST -5,000.00 35 LATE CPM SCHEDULE 10,000.00 36 STL413 CL 3 FAILED -6,944.00 37 FAILED TEST #L100563 -23,315.00 38 0.00 -90,894.57 LABOR COMPLIANCE VIOLATION UNRESOLVED LC ISSUES -2,000.00 14 MISS SUB DOCUMENTS -5,000.00 17 MISS SUB DOCUMENT 5,000.00 18 UNRESOLVED LC ISSUES 2,000.00 18 RUPERT CONSTRUCTION -38,000.00 27 RUPERT CONSTRUCTION 32,554.81 36 0.00 -5,445.19 OVERBID ITEMS OVERBID ITEM NO. 258 -5,091.13 06 OVERBID ITEM NO. 258 -2,545.57 10 OVERBID ITEM NO. 258 -2,036.45 13 OVERBID ITEM NO. 258 -509.12 25 0.00 -10,182.27 TOTAL DEDUCTIONS 0.00 -106,522.03 PROGRAM CAS145 PAGE 1 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-27.4/28.0 ----------------------- FLATIRON WEST, INC. IN ALAMEDA COUNTY IN OAKLAND FROM NICK REKER 0.9 KM SOUTH OF HIGH STREET TO 717 KEVIN COURT 0.2 KM SOUTH OF FRUITVALE AVENUE OAKLAND, CA 94621 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 0.963 6,259 002 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 0.997 2,342,950 004 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 5,000.00 567.546 14,188 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.000 0 006 300 MM TEMPORARY CULVERT M 70.0000 31,500.00 58.000 4,060 007 450 MM TEMPORARY CULVERT M 95.0000 11,400.00 35.000 3,325 008 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 0.997 49,850 011 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 0.763 763 (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 2,665.750 31,989 015 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 16.000 56,000 016 TEMPORARY COVER M2 10.0000 9,000.00 13,735.110 137,351 017 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 30,000.00 10.000 4,000.00 55.000 22,000 018 STREET SWEEPING LS 150,000.0000 150,000.00 0.016 2,400.00 0.689 103,350 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 100,000.0000 100,000.00 0.020 2,000.00 0.656 65,600 020 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 0.500 7,500 (S) PROGRAM CAS145 PAGE 2 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.016 2,400.00 0.675 101,250 (S) 024 TYPE III BARRICADE EA 45.0000 3,825.00 25.000 1,125 (S) 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 12.000 360.00 206.000 6,180 (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 0.016 1,600.00 0.663 66,300 (S) 028 TEMPORARY RAILING (TYPE K) M 55.0000 627,000.00 359.900 19,794.50 7,492.510 412,088 029 TEMPORARY CRASH CUSHION MODULE EA 100.0000 38,000.00 179.000 17,900 (S) 030 TEMPORARY TRAFFIC SCREEN M 13.0000 14,560.00 1,280.000 16,640 031 ABANDON CULVERT M 18.0000 28,620.00 439.500 7,911 032 ABANDON INLET EA 1,200.0000 20,400.00 8.000 9,600 033 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 1,742.200 17,422 041 REMOVE RAILROAD TRACK M 130.0000 28,600.00 203.200 26,416 042 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,800.00 436.700 8,734 043 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 19,850.00 1,357.970 6,789 044 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 6,800.00 502.920 2,514 STRIPE 045 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 13,650.00 798.740 2,396 046 REMOVE PAVEMENT MARKING M2 30.0000 1,260.00 10.480 314 047 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,270.00 2,405.360 7,216 048 REMOVE PAVEMENT MARKER EA 1.0000 7,850.00 2,044.000 2,044 049 REMOVE ROADSIDE SIGN EA 45.0000 1,485.00 5.000 225 PROGRAM CAS145 PAGE 3 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 053 REMOVE CULVERT M 50.0000 55,000.00 2.000 100.00 1,081.100 54,055 054 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 34.000 30,600 058 REMOVE HEADWALL EA 1,500.0000 3,000.00 2.000 3,000 059 REMOVE MANHOLE EA 2,900.0000 11,600.00 3.000 8,700 060 REMOVE JUNCTION STRUCTURE EA 1,800.0000 28,800.00 4.500 8,100 061 REMOVE RETAINING WALL LS 45,000.0000 45,000.00 0.640 28,800 062 REMOVE CONCRETE PAVEMENT M2 20.0000 224,200.00 758.100 15,162.00 7,311.460 146,229 063 REMOVE BASE AND SURFACING M3 30.0000 34,560.00 1,641.160 49,234 064 RELOCATE ROADSIDE SIGN EA 235.0000 470.00 0.000 0 065 ADJUST INLET EA 1,500.0000 7,500.00 1.000 1,500 066 ADJUST MANHOLE TO GRADE EA 2,500.0000 2,500.00 0.000 0 067 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 101,150.00 23,450.000 82,075 (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 73.200 1,610.40 3,867.450 85,083 070 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 6.000 12,000 074 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 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 85,500 082 PHOTO SURVEY OF EXISTING FACILITIES LS 20,000.0000 20,000.00 0.333 6,660 (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 0.800 28,800 085 ROADWAY EXCAVATION M3 35.0000 1,025,500.00 1,352.500 47,337.50 13,483.770 471,931 086 SETTLEMENT INSTRUMENTATION (SURVEY HUBS) LS 1,200.0000 1,200.00 1.000 1,200 087 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 952,500.00 818.000 61,350.00 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 23,100.00 115.000 17,250 (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 1,008.112 100,811 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 143,625.00 5.000 375.00 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 246,900.00 136.770 20,515.50 1,140.720 171,108 103 IMPORTED BORROW M3 1.0000 6,980.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (S) 106 EROSION CONTROL (TYPE D) HA 12,000.0000 12,000.00 0.000 0 (S) 107 FIBER ROLLS M 11.0000 8,800.00 1,228.950 13,518 (S) 108 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 690.0000 3,450.00 1.000 690 (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 270,000.00 158.020 3,950.50 8,499.310 212,482 112 CLASS 3 AGGREGATE BASE M3 35.0000 242,550.00 419.610 14,686.35 6,055.770 211,951 113 LEAN CONCRETE BASE M3 220.0000 798,600.00 16.060 3,533.20 3,687.130 811,168 114 HOT MIX ASPHALT TONN 100.0000 2,610,000.00 28,688.965 2,868,896 115 HOT MIX ASPHALT (OPEN GRADED) TONN 120.0000 336,000.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 132.00 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 4,760.00 0.000 0 118 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 60.00 0.000 0 119 TACK COAT TONN 1,000.0000 22,000.00 40.150 40,150 120 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 1,560.500 3,901,250 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 0.213 213,000.00 0.912 912,000 125 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 3,359.000 2,116,170.00 17,507.690 11,029,844 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 748,925.00 986.998 715,573 (F) 128 STRUCTURE CONCRETE (PUMPING PLANT) M3 900.0000 153,000.00 161.000 144,900 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 228,750.00 177.000 132,750 (F) (TYPE N) 130 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 124,300.00 3.690 3,690.00 107.330 107,330 (F) PROGRAM CAS145 PAGE 6 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.700 52,910 132 HEAVY BLAST TEXTURE M2 30.0000 68,100.00 2,021.110 60,633 (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 20.000 100,000 136 JOINT SEAL ASSEMBLY (MR 80 MM) M 680.0000 68,000.00 32.000 21,760 137 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 102,500.00 16.000 65,600 138 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,100.0000 459,000.00 56.000 285,600 139 JOINT SEAL (MR 50 MM) M 300.0000 4,800.00 16.000 4,800 140 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 4,400,866.00 440,121.000 506,139.15 3,222,396.900 3,705,756 (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 21,528.000 26,910 (F) 143 HEADED BAR REINFORCEMENT EA 30.0000 252,300.00 5,000.000 150,000 (F) 144 SHOTCRETE M3 3,700.0000 70,300.00 2.000 7,400.00 14.000 51,800 (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 8.000 1,400 154 ROADSIDE SIGN - TWO POST EA 250.0000 2,250.00 0.000 0 155 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 280.00 0.000 0 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 10.000 2,300.00 10.000 2,300 PROGRAM CAS145 PAGE 7 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 58.000 4,350.00 750.000 56,250 159 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 90.0000 27,000.00 283.300 25,497 160 600 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 0.000 0 164 450 MM REINFORCED CONCRETE PIPE M 250.0000 1,500.00 0.000 0 165 750 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 9.000 4,500 167 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 0.000 0 (1.63 MM THICK) 169 PERMEABLE MATERIAL (BLANKET) M3 40.0000 102,400.00 246.710 9,868.40 2,213.820 88,552 170 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 123,200.00 1,496.000 119,680 171 DRAINAGE INLET MARKER EA 20.0000 200.00 0.000 0 172 450 MM ALTERNATIVE FLARED END SECTION EA 675.0000 1,350.00 0.000 0 173 RUBBER CHECK VALVE EA 1,500.0000 1,500.00 0.000 0 (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 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 301,500.00 102.000 45,900.00 548.835 246,975 (S) CONSTRUCTION) 194 MINOR CONCRETE (GUTTER) M3 750.0000 6,000.00 48.090 36,067 (F) 195 DRAINAGE PUMPING EQUIPMENT LS 50,000.0000 50,000.00 0.000 0 196 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 0.000 0 197 MISCELLANEOUS IRON AND STEEL KG 3.0000 37,533.00 348.000 1,044.00 7,361.670 22,085 (SF) 198 ISOLATION CASING KG 10.0000 204,150.00 17,153.000 171,530 (F) 199 MISCELLANEOUS METAL (BRIDGE) KG 250.0000 32,500.00 115.000 28,750 (F) 200 BRIDGE DECK DRAINAGE SYSTEM KG 9.0000 148,977.00 13,629.900 122,669 (F) 201 PUMPING PLANT METAL WORK KG 10.0000 53,480.00 3,281.000 32,810 (F) 202 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 40,480.00 685.560 27,422 (SF)VINYL-CLAD) 203 CHAIN LINK FENCE (TYPE CL-1.8, M 59.0000 138,296.00 1,438.020 84,843 (S) VINYL-CLAD) 204 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 1,500.0000 3,000.00 2.000 3,000 VINYL-CLAD) 205 2.4M CHAIN LINK GATE (TYPE CL-1.8 EA 1,650.0000 9,900.00 2.000 3,300 (S) VINYL CLAD) 206 DELINEATOR (CLASS 1) EA 33.0000 2,244.00 0.000 0 207 OBJECT MARKER (TYPE K) EA 45.0000 135.00 0.000 0 208 OBJECT MARKER (TYPE L) EA 30.0000 150.00 0.000 0 209 CONCRETE BARRIER MARKER EA 20.0000 1,260.00 0.000 0 210 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 5,980.00 7.600 988 (S) 211 CONCRETE BARRIER (TYPE 26A MODIFIED) M 450.0000 94,500.00 200.000 90,000 (S) PROGRAM CAS145 PAGE 9 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,100 (S) 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 0.000 0 (S) 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 1.000 3,200 (S) 215 CRASH CUSHION, SAND FILLED EA 4,500.0000 31,500.00 0.000 0 (S) 216 CONCRETE BARRIER (TYPE 60) M 140.0000 149,800.00 914.900 128,086 217 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 31,725.00 12.930 15,192 TYPE 60 MODIFIED (TYPE I) 218 CONCRETE BARRIER (TYPE 60C) M 200.0000 328,000.00 1,104.200 220,840 219 CONCRETE BARRIER (TYPE 60D) M 195.0000 79,950.00 392.460 76,529 (F) 220 CONCRETE BARRIER (TYPE 60E) M 800.0000 80,000.00 34.500 27,600 221 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 16,450.00 21.000 24,675 TYPE 60C MODIFIED (TYPE 1) 222 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,400.0000 11,200.00 0.000 0 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 0.000 0 TYPE 736 (TYPE II) 225 CONCRETE BARRIER (TYPE 736) M 125.0000 227,250.00 1,150.000 143,750 (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 0.000 0 229 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 650.0000 5,200.00 0.000 0 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 20.000 8,500 232 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 47.100 1,742 (S) 234 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 16,750.00 650.750 813 (S) 235 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,992.50 94.490 212 (S) 236 PAINT TRAFFIC STRIPE (1-COAT) M 1.0000 11,200.00 6,158.620 6,158 (S) 237 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 8,240.00 518.160 518.16 6,931.040 6,931 (S) 238 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 146.290 3,949 (S) PROGRAM CAS145 PAGE 10 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,202.000 6,404 (S) 240 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,680.00 1,756.000 7,024 (S) 241 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,800.0000 1,800.00 0.000 0 (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 0.138 11,454 (S) 245 SIGNAL AND LIGHTING (LOCATION 4) LS 115,000.0000 115,000.00 0.103 11,845.00 0.103 11,845 (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 0.983 15,728 (S) 248 LIGHTING (STAGE CONSTRUCTION) LS 62,000.0000 62,000.00 0.120 7,440 (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 0.011 4,290.00 0.578 225,420 (S) 251 TRAFFIC OPERATIONS SYSTEM LS 160,000.0000 160,000.00 0.257 41,120 (S) (STAGE CONSTRUCTION) 252 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 78,000.0000 78,000.00 0.527 41,106 (S) 253 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 80,000.0000 80,000.00 0.024 1,920 (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 0.500 9,000 PROGRAM CAS145 PAGE 11 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:11 PM ESTIMATE NO. 41 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 02/20/13 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,127,689.66 37,062,742.49 ADJUSTMENT OF COMPENSATION 220,588.11 7,591,204.71 EXTRA WORK 64,435.15 5,087,751.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,412,712.92 49,741,698.85 258 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 3,412,712.92 54,816,698.85 MATERIALS ON HAND ON SITE 460,546.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -106,522.03 TOTAL 3,412,712.92 55,170,723.10 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/15/09 470 11/09/09 11/09/09 02/19/13 664 144 178 22 87% 99% PROGRESS IS SATISFACTORY RESOLUTION DISPUTE TIME CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/13