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 02/21/12 EST. NO.29 TIME 04:58 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 0174 131.30 E.W. @ F.A.(+) 102711 Y 1783.0 0177 198.29 072611 Y 1794.0 0178 96.51 011312 Y 1923.0 0179 96.38 011812 Y 1929.0 0180 323.09 011812 Y 1931.0 0181 112.69 011912 Y 1932.0 0182 165.74 012012 Y 1933.0 0183 96.51 012512 Y 1936.0 0184 129.67 012612 Y 1938.0 0185 312.66 060311 N 1391.0 006 0018-1 -1,137.50 A.C. @ F.A.(+) 052711 N 1346.0 DAO CORRECTING ENTRY 0026 1,075.00 101911 Y 1791.0 009 0061 192.58 E.W. @ F.A.(+) 122911 Y 1909.0 010 0005 105,639.89 A.C. @ L.S.(+) 021712 N 1003 0 012 0003 2,147.30 E.W. @ F.A.(+) 043010 Y 0357.0 013 0016 1,272.38 E.W. @ F.A.(+) 111910 N 0757.0 022 0010 297.50 E.W. @ F.A.(+) 122111 Y 1942.0 027 0062-1 -4,600.26 E.W. @ F.A.(+) 012611 N 0908.0 DAO CORRECTING ENTRY 0096-1 -2,508.72 090211 N 1672.0 DAO CORRECTING ENTRY 0100 3,494.92 090211 N 743372 0101 4,692.73 012611 N 744536 028 0164-1 -77,286.00 A.C. @ F.A.(+) 020811 Y 1027.1 DAO CORRECTING ENTRY 0164-2 75,900.00 020811 Y 1027.1 DAO CORRECTING ENTRY 0315 117,695.42 021712 N 100100 037 0002 3,134.75 E.W. @ F.A.(+) 041410 Y 1899.0 039 0013-1 -366.50 E.W. @ F.A.(+) 111710 Y 1082.0 DAO CORRECTING ENTRY 0045 264.00 052710 Y 0385.1 045 0330 677.60 E.W. @ F.A.(+) 081010 Y 0481.1 0333 170.87 082710 Y 0508.0 0334 5,568.09 080210 Y 0969.1 0337 8,712.97 080610 Y 0973.1 0339 604.42 081710 Y 0975.1 0341 275.00 011011 Y 1114.1 0344 6,372.36 090710 Y 0565.1 0410 343.75 040111 Y 1647.0 0411 343.75 040911 Y 1648.0 0430 7,168.09 110410 Y 0796.1 0447 18,594.40 042011 Y 1342.1 0450 8,985.50 041211 Y 1402.1 0451 2,392.33 041811 Y 1423.1 0452 3,706.61 041911 Y 1425.1 0453 2,337.76 042011 Y 1426.1 0454 3,780.30 042111 Y 1428.1 0459 3,007.66 041411 Y 1515.1 0586 5,254.73 040311 Y 1364.0 0587 71,992.97 021712 N 101000 0588 132,505.90 021712 N 100300 053 0156 340.68 E.W. @ F.A.(+) 011212 Y 1926.0 0157 975.80 011112 Y 1928.0 0158 15,567.92 A.C. @ F.A.(+) 050711 N 1367.0 059 0003 1,671.42 E.W. @ F.A.(+) 011211 Y 1919.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/21/12 EST. NO.29 TIME 04:58 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 --------------------------------------------------------------------------- 063 0004 4,049.59 E.W. @ F.A.(+) 112911 Y 1904.0 0006 2,407.19 113011 Y 1906.0 066 0004 505.42 E.W. @ F.A.(+) 011312 Y 1924.0 0005 7,561.36 E.W. @ L.S.(+) 012712 N 1940.0 072 0003-1 -287,537.80 A.C. @ F.A.(+) 081911 N 1001 0 DAO CORRECTING ENTRY 0004-1 -2,904.20 081911 N 1001.1 DAO CORRECTING ENTRY 0005 84,737.49 062310 Y 718.20 0007 15,230.54 060210 Y 432.20 0012 242,153.97 021712 N 1002 0 083 0001 83,000.00 A.C. @ U.P.(+) 021712 N 1000 0 682,124.77 TOTAL THIS ESTIMATE 9,017,945.34 TOTAL PREVIOUS ESTIMATE 9,700,070.11 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 02/21/12 EST. NO.29 TIME 04:58 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 0.00 -55,635.57 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 0.00 -38,000.00 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 -103,817.84 PROGRAM CAS145 PAGE 1 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 LOCATION PROGRESS ESTIMATE 04-ALA-880-27.4/28.0 ----------------- FLATIRON WEST, INC. IN ALAMEDA COUNTY IN OAKLAND FROM 717 KEVIN COURT 0.9 KM SOUTH OF HIGH STREET TO OAKLAND, CA 94621 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 0.030 195.00 0.723 4,699.50 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,500.00 6.000 1,500.00 003 TIME-RELATED OVERHEAD LS 350,000.0000 2,350,000.00 0.030 70,500.00 0.787 1,849,450.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 5,000.00 567.546 14,188.65 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.000 0.00 006 300 MM TEMPORARY CULVERT M 70.0000 31,500.00 58.000 4,060.00 007 450 MM TEMPORARY CULVERT M 95.0000 11,400.00 141.510 13,443.45 008 TEMPORARY TIMBER BULKHEAD M3 2,000.0000 2,000.00 0.000 0.00 009 TEMPORARY INLET EA 1,000.0000 18,000.00 8.000 8,000.00 010 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.030 1,500.00 0.787 39,350.00 011 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 012 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.013 13.00 0.763 763.00 (S) PREVENTION PLAN 013 DEWATERING AND NON-STORM WATER LS 2,000.0000 2,000.00 1.000 2,000.00 DISCHARGE CONTROL 014 TEMPORARY SILT FENCE M 12.0000 24,000.00 22.250 267.00 2,508.080 30,096.96 015 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 2.000 7,000.00 14.000 49,000.00 016 TEMPORARY COVER M2 10.0000 9,000.00 10,600.900 106,009.00 017 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 30,000.00 44.000 17,600.00 018 STREET SWEEPING LS 150,000.0000 150,000.00 0.016 2,400.00 0.497 74,550.00 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 100,000.0000 100,000.00 0.020 2,000.00 0.416 41,600.00 020 ARCHEOLOGICAL STUDY AREA LS 40,000.0000 40,000.00 1.000 40,000.00 021 STAGE 2 TEMPORARY SHORING M2 350.0000 35,000.00 0.000 0.00 (ARCHEOLOGICAL STUDY AREA) 022 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500.00 (S) PROGRAM CAS145 PAGE 2 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.016 2,400.00 0.483 72,450.00 (S) 024 TYPE III BARRICADE EA 45.0000 3,825.00 25.000 1,125.00 (S) 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 164.000 4,920.00 (S) 026 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,000.0000 9,000.00 3.000 9,000.00 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.016 1,600.00 0.471 47,100.00 (S) 028 TEMPORARY RAILING (TYPE K) M 55.0000 627,000.00 6,085.610 334,708.55 029 TEMPORARY CRASH CUSHION MODULE EA 100.0000 38,000.00 179.000 17,900.00 (S) 030 TEMPORARY TRAFFIC SCREEN M 13.0000 14,560.00 720.000 9,360.00 031 ABANDON CULVERT M 18.0000 28,620.00 439.500 7,911.00 032 ABANDON INLET EA 1,200.0000 20,400.00 7.000 8,400.00 033 ABANDON SANITARY SEWER PIPE M 80.0000 20,800.00 0.000 0.00 034 ABANDON SANITARY SEWER MANHOLE EA 1,700.0000 3,400.00 0.000 0.00 035 REMOVE SANITARY SEWER MANHOLE EA 1,300.0000 6,500.00 0.000 0.00 036 REMOVE SANITARY SEWER PIPE M 170.0000 69,700.00 0.000 0.00 037 POTHOLE UNDERGROUND UTILITY EA 400.0000 1,600.00 4.000 1,600.00 038 GASOLINE PIPELINE WORK AND SAFETY PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 039 ABANDON INACTIVE GASOLINE LINE M 300.0000 216,000.00 0.000 0.00 (PORT OF OAKLAND) 040 REMOVE CHAIN LINK FENCE M 10.0000 30,800.00 1,705.200 17,052.00 041 REMOVE RAILROAD TRACK M 130.0000 28,600.00 203.200 26,416.00 042 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,800.00 344.900 6,898.00 043 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 19,850.00 1,357.970 6,789.85 044 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 6,800.00 502.920 2,514.60 STRIPE 045 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 13,650.00 798.740 2,396.22 046 REMOVE PAVEMENT MARKING M2 30.0000 1,260.00 10.480 314.40 047 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,270.00 2,405.360 7,216.08 048 REMOVE PAVEMENT MARKER EA 1.0000 7,850.00 1,876.000 1,876.00 049 REMOVE ROADSIDE SIGN EA 45.0000 1,485.00 5.000 225.00 PROGRAM CAS145 PAGE 3 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN EA 45.0000 495.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 051 REMOVE SIGN STRUCTURE EA 3,100.0000 12,400.00 3.000 9,300.00 052 REMOVE DRAINAGE GATE EA 1,500.0000 1,500.00 0.000 0.00 053 REMOVE CULVERT M 50.0000 55,000.00 10.000 500.00 1,429.600 71,480.00 054 REMOVE INACTIVE GASOLINE LINE M 250.0000 102,500.00 0.000 0.00 (PORT OF OAKLAND) 055 REMOVE GAS LINE M 75.0000 6,150.00 -3.000 -225.00 79.000 5,925.00 056 REMOVE WATER LINE M 100.0000 7,000.00 98.000 9,800.00 057 REMOVE INLET EA 900.0000 33,300.00 1.000 900.00 27.000 24,300.00 058 REMOVE HEADWALL EA 1,500.0000 3,000.00 2.000 3,000.00 059 REMOVE MANHOLE EA 2,900.0000 11,600.00 3.000 8,700.00 060 REMOVE JUNCTION STRUCTURE EA 1,800.0000 28,800.00 2.500 4,500.00 061 REMOVE RETAINING WALL LS 45,000.0000 45,000.00 0.640 28,800.00 062 REMOVE CONCRETE PAVEMENT M2 20.0000 224,200.00 5,549.360 110,987.20 063 REMOVE BASE AND SURFACING M3 30.0000 34,560.00 1,641.160 49,234.80 064 RELOCATE ROADSIDE SIGN EA 235.0000 470.00 0.000 0.00 065 ADJUST INLET EA 1,500.0000 7,500.00 1.000 1,500.00 066 ADJUST MANHOLE TO GRADE EA 2,500.0000 2,500.00 0.000 0.00 067 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 101,150.00 23,450.000 82,075.00 (S) 068 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 17.0000 11,560.00 1,157.440 19,676.48 069 REMOVE CONCRETE (CURB AND GUTTER) M 22.0000 86,900.00 3,633.250 79,931.50 070 REMOVE CONCRETE BARRIER M 25.0000 29,750.00 1,038.750 25,968.75 071 REMOVE CONCRETE ISLAND M2 45.0000 8,550.00 568.540 25,584.30 072 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 160.000 4,000.00 073 CAP INLET EA 2,000.0000 14,000.00 5.000 10,000.00 074 CAP MANHOLE EA 2,500.0000 2,500.00 1.000 2,500.00 075 REMOVE CRASH CUSHION (SAND FILLED) EA 1,200.0000 3,600.00 3.000 3,600.00 076 BRIDGE REMOVAL, LOCATION A LS 97,700.0000 97,700.00 1.000 97,700.00 PROGRAM CAS145 PAGE 4 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 1.000 200,000.00 078 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.500 100,000.00 079 BRIDGE REMOVAL (PORTION), LOCATION A LS 93,200.0000 93,200.00 0.000 0.00 080 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 0.000 0.00 081 VIBRATION MONITORING LS 90,000.0000 90,000.00 0.950 85,500.00 082 PHOTO SURVEY OF EXISTING FACILITIES LS 20,000.0000 20,000.00 0.333 6,660.00 (VIBRATION MONITORING) 083 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.950 47,500.00 084 DEVELOP WATER SUPPLY LS 36,000.0000 36,000.00 0.800 28,800.00 085 ROADWAY EXCAVATION M3 35.0000 1,025,500.00 6,490.560 227,169.60 086 SETTLEMENT INSTRUMENTATION (SURVEY HUBS) LS 1,200.0000 1,200.00 1.000 1,200.00 087 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 952,500.00 -3,845.900 -288,442.50 3,922.400 294,180.00 (AERIALLY DEPOSITED LEAD) 088 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000.00 (S) 089 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 20.0000 82,800.00 4,130.900 82,618.00 090 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 102,560.00 2,786.000 55,720.00 (F) 091 STRUCTURE EXCAVATION (PUMPING PLANT) M3 150.0000 141,000.00 0.000 0.00 (F) 092 STRUCTURE BACKFILL (PUMPING PLANT) M3 100.0000 39,000.00 0.000 0.00 (F) 093 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 135,760.00 3,413.000 136,520.00 (F) 094 STRUCTURE EXCAVATION (TYPE Z-2) M3 180.0000 95,040.00 224.000 40,320.00 (F) (AERIALLY DEPOSITED LEAD) 095 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 150.0000 23,100.00 0.000 0.00 (F) 096 STRUCTURAL BACKFILL (TYPE E) M3 40.0000 224,000.00 5,600.000 224,000.00 (F) 097 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 116,700.00 527.000 52,700.00 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 143,625.00 1,875.000 140,625.00 (F) 099 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 20.0000 240.00 0.000 0.00 (F) 100 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 13,600.00 136.000 13,600.00 (F) WALL) 101 SAND BACKFILL M3 130.0000 31,200.00 15.400 2,002.00 102 SOIL NAIL ASSEMBLY M 150.0000 246,900.00 1,071.130 160,669.50 103 IMPORTED BORROW M3 1.0000 6,980.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 IMPORTED MATERIAL (SHOULDER BACKING) TONN 130.0000 16,900.00 50.000 6,500.00 105 MULCH M3 9.0000 20,880.00 0.000 0.00 (S) 106 EROSION CONTROL (TYPE D) HA 12,000.0000 12,000.00 0.000 0.00 (S) 107 FIBER ROLLS M 11.0000 8,800.00 1,087.300 11,960.30 (S) 108 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 690.0000 3,450.00 0.000 0.00 (S) 109 200 MM CORRUGATED HIGH DENSITY M 125.0000 10,125.00 2.000 250.00 (S) POLYETHYLENE PIPE CONDUIT 110 200 MM WELDED STEEL PIPE CONDUIT M 275.0000 8,250.00 0.000 0.00 (S) (6.35 MM THICK) 111 CLASS 4 AGGREGATE SUBBASE M3 25.0000 270,000.00 7,417.040 185,426.00 112 CLASS 3 AGGREGATE BASE M3 35.0000 242,550.00 4,816.310 168,570.85 113 LEAN CONCRETE BASE M3 220.0000 798,600.00 3,552.770 781,609.40 114 HOT MIX ASPHALT TONN 100.0000 2,610,000.00 122.200 12,220.00 23,876.700 2,387,670.00 115 HOT MIX ASPHALT (OPEN GRADED) TONN 120.0000 336,000.00 0.000 0.00 116 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 132.00 0.000 0.00 117 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 4,760.00 0.000 0.00 118 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 60.00 0.000 0.00 119 TACK COAT TONN 1,000.0000 22,000.00 4.820 4,820.00 17.900 17,900.00 120 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 384,800.00 208.000 384,800.00 PILING 121 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 4,780,000.00 228.640 571,600.00 1,024.680 2,561,700.00 PILING 122 FURNISH PILING (CLASS 625) M 200.0000 529,800.00 0.000 0.00 (ALTERNATIVE V) 123 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,600.0000 316,800.00 0.000 0.00 124 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 1,000,000.00 0.385 385,000.00 125 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 162,000.00 30.000 15,000.00 225.000 112,500.00 (F) 126 STRUCTURAL CONCRETE, BRIDGE M3 630.0000 12,136,320.00 4.270 2,690.10 6,157.940 3,879,502.20 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 748,925.00 961.998 697,448.55 (F) 128 STRUCTURE CONCRETE (PUMPING PLANT) M3 900.0000 153,000.00 0.000 0.00 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 228,750.00 40.000 30,000.00 118.000 88,500.00 (F) (TYPE N) 130 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 124,300.00 81.160 81,160.00 (F) PROGRAM CAS145 PAGE 6 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (BACKFILL) M3 1,300.0000 40,300.00 40.700 52,910.00 132 HEAVY BLAST TEXTURE M2 30.0000 68,100.00 121.110 3,633.30 (F) 133 FRACTURE GRANITE TEXTURE M2 100.0000 52,200.00 423.700 42,370.00 (F) 134 DRILL AND BOND DOWEL M 200.0000 3,400.00 0.000 0.00 135 PTFE SPHERICAL BEARING EA 5,000.0000 140,000.00 10.000 50,000.00 136 JOINT SEAL ASSEMBLY (MR 80 MM) M 680.0000 68,000.00 32.000 21,760.00 137 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 102,500.00 16.000 65,600.00 138 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,100.0000 459,000.00 16.000 81,600.00 139 JOINT SEAL (MR 50 MM) M 300.0000 4,800.00 0.000 0.00 140 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 4,400,866.00 13,372.000 15,377.80 1,279,554.900 1,471,488.14 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 109,260.00 48,127.000 96,254.00 (SF) 142 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2500 32,875.00 0.000 0.00 (F) 143 HEADED BAR REINFORCEMENT EA 30.0000 252,300.00 0.000 0.00 (F) 144 SHOTCRETE M3 3,700.0000 70,300.00 0.000 0.00 (F) 145 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 404,808.00 3,358.000 40,296.00 (F) 146 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 23,613.80 0.000 0.00 (SF) 147 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 110.0000 10,450.00 0.000 0.00 (F) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 2,250.00 0.000 0.00 (1.6 MM-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 4,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 1,620.00 0.000 0.00 (1.6 MM-FRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 2,320.00 0.000 0.00 (2.0 MM-FRAMED) 152 1524 MM CAST-IN-DRILLED-HOLE M 3,850.0000 85,470.00 22.200 85,470.00 (S) CONCRETE PILE (SIGN FOUNDATION) 153 ROADSIDE SIGN - ONE POST EA 175.0000 7,175.00 8.000 1,400.00 154 ROADSIDE SIGN - TWO POST EA 250.0000 2,250.00 0.000 0.00 155 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 280.00 0.000 0.00 METHOD) 156 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 70.0000 13,300.00 27.000 1,890.00 157 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 230.0000 920.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 75.0000 74,250.00 490.000 36,750.00 159 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 90.0000 27,000.00 250.100 22,509.00 160 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 120.0000 18,000.00 146.000 17,520.00 161 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 18,000.00 233.000 27,960.00 162 750 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 43,200.00 269.500 32,340.00 163 300 MM REINFORCED CONCRETE PIPE M 320.0000 960.00 0.000 0.00 164 450 MM REINFORCED CONCRETE PIPE M 250.0000 1,500.00 0.000 0.00 165 750 MM REINFORCED CONCRETE PIPE M 225.0000 2,025.00 9.000 2,025.00 166 900 MM REINFORCED CONCRETE PIPE M 500.0000 9,000.00 0.000 0.00 167 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,050.0000 40,950.00 39.000 40,950.00 (CLASS II) 168 450 MM SLOTTED CORRUGATED STEEL PIPE M 250.0000 11,500.00 0.000 0.00 (1.63 MM THICK) 169 PERMEABLE MATERIAL (BLANKET) M3 40.0000 102,400.00 1,437.620 57,504.80 170 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 123,200.00 1,115.000 89,200.00 171 DRAINAGE INLET MARKER EA 20.0000 200.00 0.000 0.00 172 450 MM ALTERNATIVE FLARED END SECTION EA 675.0000 1,350.00 0.000 0.00 173 RUBBER CHECK VALVE EA 1,500.0000 1,500.00 0.000 0.00 (S) 174 900 MM PRECAST CONCRETE PIPE INLET M 2,500.0000 2,500.00 0.000 0.00 175 750 MM ALTERNATIVE SANITARY SEWER PIPE M 195.0000 39,000.00 0.000 0.00 176 200 MM ALTERNATIVE SANITARY SEWER PIPE M 95.0000 6,745.00 0.000 0.00 177 250 MM ALTERNATIVE SANITARY SEWER PIPE M 130.0000 12,220.00 0.000 0.00 178 300 MM ALTERNATIVE SANITARY SEWER PIPE M 140.0000 8,260.00 0.000 0.00 179 450 MM ALTERNATIVE SANITARY SEWER PIPE M 150.0000 1,800.00 0.000 0.00 180 200 MM DUCTILE IRON PIPE M 120.0000 1,560.00 0.000 0.00 (SANITARY SEWER) 181 200 MM DROP CONNECTION EA 700.0000 700.00 0.000 0.00 182 REHABILITATE SANITARY SEWER MANHOLE EA 3,800.0000 7,600.00 0.000 0.00 (TYPE 4) 183 REHABILITATE SANITARY SEWER MANHOLE EA 5,200.0000 52,000.00 0.000 0.00 (TYPE 5) 184 CONCRETE COLLAR CONNECTION EA 780.0000 2,340.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 RECONNECT 100 MM HOUSE CONNECTION EA 1,000.0000 5,000.00 0.000 0.00 186 RECONNECT 150 MM HOUSE CONNECTION EA 1,100.0000 5,500.00 0.000 0.00 187 100 MM HOUSE CONNECTION ALTERNATIVE M 60.0000 3,000.00 0.000 0.00 SANITARY SEWER PIPE 188 150 MM HOUSE CONNECTION ALTERNATIVE M 65.0000 3,250.00 0.000 0.00 SANITARY SEWER PIPE 189 100 MM HOUSE CONNECTION SANITARY SEWER EA 1,000.0000 5,000.00 0.000 0.00 CLEANOUT (2-WAY) 190 150 MM HOUSE CONNECTION SANITARY SEWER EA 1,100.0000 5,500.00 0.000 0.00 CLEANOUT (2-WAY) 191 ROCK SLOPE PROTECTION M3 800.0000 2,000.00 1.400 1,120.00 (BACKING NO. 2, METHOD B) 192 ROCK SLOPE PROTECTION FABRIC M2 130.0000 585.00 4.500 585.00 193 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 301,500.00 336.484 151,417.80 (S) CONSTRUCTION) 194 MINOR CONCRETE (GUTTER) M3 750.0000 6,000.00 0.000 0.00 (F) 195 DRAINAGE PUMPING EQUIPMENT LS 50,000.0000 50,000.00 0.000 0.00 196 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 0.000 0.00 197 MISCELLANEOUS IRON AND STEEL KG 3.0000 37,533.00 4,072.000 12,216.00 (SF) 198 ISOLATION CASING KG 10.0000 204,150.00 6,914.000 69,140.00 (F) 199 MISCELLANEOUS METAL (BRIDGE) KG 250.0000 32,500.00 0.000 0.00 (F) 200 BRIDGE DECK DRAINAGE SYSTEM KG 9.0000 148,977.00 7,723.900 69,515.10 (F) 201 PUMPING PLANT METAL WORK KG 10.0000 53,480.00 0.000 0.00 (F) 202 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 40,480.00 685.560 27,422.40 (SF)VINYL-CLAD) 203 CHAIN LINK FENCE (TYPE CL-1.8, M 59.0000 138,296.00 1,020.690 60,220.71 (S) VINYL-CLAD) 204 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 1,500.0000 3,000.00 2.000 3,000.00 VINYL-CLAD) 205 2.4M CHAIN LINK GATE (TYPE CL-1.8 EA 1,650.0000 9,900.00 2.000 3,300.00 (S) VINYL CLAD) 206 DELINEATOR (CLASS 1) EA 33.0000 2,244.00 0.000 0.00 207 OBJECT MARKER (TYPE K) EA 45.0000 135.00 0.000 0.00 208 OBJECT MARKER (TYPE L) EA 30.0000 150.00 0.000 0.00 209 CONCRETE BARRIER MARKER EA 20.0000 1,260.00 0.000 0.00 210 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 5,980.00 7.600 988.00 (S) 211 CONCRETE BARRIER (TYPE 26A MODIFIED) M 450.0000 94,500.00 200.000 90,000.00 (S) PROGRAM CAS145 PAGE 9 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 TRANSITION RAILING (TYPE WB) EA 5,100.0000 30,600.00 1.000 5,100.00 (S) 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 0.000 0.00 (S) 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 1.000 3,200.00 (S) 215 CRASH CUSHION, SAND FILLED EA 4,500.0000 31,500.00 0.000 0.00 (S) 216 CONCRETE BARRIER (TYPE 60) M 140.0000 149,800.00 655.000 91,700.00 217 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 31,725.00 12.930 15,192.75 TYPE 60 MODIFIED (TYPE I) 218 CONCRETE BARRIER (TYPE 60C) M 200.0000 328,000.00 1,037.400 207,480.00 219 CONCRETE BARRIER (TYPE 60D) M 195.0000 79,950.00 322.400 62,868.00 (F) 220 CONCRETE BARRIER (TYPE 60E) M 800.0000 80,000.00 34.500 27,600.00 221 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 16,450.00 21.000 24,675.00 TYPE 60C MODIFIED (TYPE 1) 222 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,400.0000 11,200.00 0.000 0.00 TYPE 60 MODIFIED (TYPE II) 223 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 3,000.0000 13,200.00 4.400 13,200.00 TYPE 60C (TYPE II) 224 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 630.0000 4,410.00 0.000 0.00 TYPE 736 (TYPE II) 225 CONCRETE BARRIER (TYPE 736) M 125.0000 227,250.00 0.000 0.00 (F) 226 CONCRETE BARRIER (TYPE 736A) M 250.0000 98,000.00 392.000 98,000.00 (F) 227 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 204,820.00 539.000 204,820.00 (F) 228 CONCRETE BARRIER (TYPE 736B MODIFIED) M 425.0000 13,600.00 0.000 0.00 229 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 650.0000 5,200.00 0.000 0.00 TYPE 736B MODIFIED 230 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 440.0000 6,160.00 14.000 6,160.00 TYPE 736A MODIFIED (TYPE I) 231 CONCRETE BARRIER (TYPE 736B) M 425.0000 8,500.00 20.000 8,500.00 232 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 450.0000 3,150.00 7.000 3,150.00 TYPE 736A MODIFIED (TYPE II) 233 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 9,990.00 47.100 1,742.70 (S) 234 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 16,750.00 650.750 813.44 (S) 235 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,992.50 94.490 212.60 (S) 236 PAINT TRAFFIC STRIPE (1-COAT) M 1.0000 11,200.00 5,362.370 5,362.37 (S) 237 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 8,240.00 6,080.480 6,080.48 (S) 238 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 146.290 3,949.83 (S) PROGRAM CAS145 PAGE 10 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,920.00 2,265.000 4,530.00 (S) 240 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,680.00 1,136.000 4,544.00 (S) 241 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,800.0000 1,800.00 0.000 0.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 242 SIGNAL AND LIGHTING (LOCATION 1) LS 85,000.0000 85,000.00 0.282 23,970.00 (S) 243 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 (S) 244 SIGNAL AND LIGHTING (LOCATION 3) LS 83,000.0000 83,000.00 0.138 11,454.00 (S) 245 SIGNAL AND LIGHTING (LOCATION 4) LS 115,000.0000 115,000.00 0.000 0.00 (S) 246 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 126,000.0000 126,000.00 0.173 21,798.00 (S) 247 LIGHTING (CITY STREET) LS 16,000.0000 16,000.00 0.983 15,728.00 (S) 248 LIGHTING (STAGE CONSTRUCTION) LS 62,000.0000 62,000.00 0.134 8,308.00 (S) 249 LIGHTING (CITY STREET) LS 19,000.0000 19,000.00 1.000 19,000.00 (S) (STAGE CONSTRUCTION) 250 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.043 16,770.00 0.503 196,170.00 (S) 251 TRAFFIC OPERATIONS SYSTEM LS 160,000.0000 160,000.00 0.257 41,120.00 (S) (STAGE CONSTRUCTION) 252 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 78,000.0000 78,000.00 0.031 2,418.00 0.527 41,106.00 (S) 253 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 80,000.0000 80,000.00 0.000 0.00 (S) 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 255 REMOVE 1600 MM INTERCEPTOR (EBMUD) M 1,200.0000 4,800.00 0.000 0.00 256 BRIDGE REMOVAL, LOCATION D LS 50,000.0000 50,000.00 1.000 50,000.00 257 SEWER VIDEO SURVEY LS 18,000.0000 18,000.00 0.500 9,000.00 PROGRAM CAS145 PAGE 11 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 04:58 PM ESTIMATE NO. 29 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 02/20/12 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 471,503.40 21,312,718.11 ADJUSTMENT OF COMPENSATION 372,134.73 5,976,410.34 EXTRA WORK 309,990.04 3,723,659.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,153,628.17 31,012,788.22 258 MOBILIZATION LS 75,000.0000 5,075,000.00 1.000 5,075,000.00 ORIGINAL CONTRACT AMOUNT 50,648,177.30 TOTAL WORK COMPLETED 1,153,628.17 36,087,788.22 MATERIALS ON HAND ON SITE 935,697.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -103,817.84 TOTAL 1,153,628.17 36,919,667.77 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 08/06/12 452 89 104 22 61% 75% PROGRESS IS SATISFACTORY CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/12