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 10/24/11 EST. NO.25 TIME 01:40 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 0123 159.37 E.W. @ F.A.(+) 060711 Y 1387.0 0150 577.69 082711 N 1670.0 0151 365.75 072211 Y 1675.0 0152 400.73 080811 Y 1676.0 0153 209.18 080911 Y 1677.0 0154 519.07 081211 Y 1678.0 0155 230.55 090711 Y 1681.0 0156 323.70 090911 Y 1682.0 0157 163.94 072511 Y 1685.0 0158 248.85 072711 Y 1686.0 0159 244.14 080211 Y 1689.0 0160 928.39 080311 Y 1690.0 0161 345.30 080511 Y 1691.0 0162 85.00 081511 Y 1692.0 0163 432.37 082311 Y 1693.0 0164 132.19 082511 Y 1695.0 0165 143.64 082911 Y 1696.0 0166 527.62 083111 Y 1697.0 0167 97.86 091411 Y 1701.0 0169 3,131.58 091310 Y 1734.0 0170 632.42 091310 Y 1734.1 006 0019 1,416.25 A.C. @ F.A.(+) 040111 N 1663.0 0020 2,365.00 041411 N 1664.0 0021 2,365.00 050211 N 1665.0 0022 1,182.50 051711 N 1666.0 008 0012 507.96 E.W. @ F.A.(+) 020110 N 0105.0 009 0057 541.82 E.W. @ F.A.(+) 081211 Y 1679.0 012 0010 1,434.60 E.W. @ F.A.(+) 062911 N 1510.0 0012 260.62 082411 Y 1694.0 0013 1,700.20 100711 Y 1732.0 013 0042-1 -892.60 E.W. @ F.A.(+) 051911 N 1375.0 DAO CORRECTING ENTRY 015 0001 235,184.25 A.C. @ L.S.(+) 101111 N 1735 0 020 0019 594.32 A.C. @ F.A.(+) 072711 Y 1687.0 0020 979.45 072811 Y 1688.0 023 0011 2,364.56 A.C. @ F.A.(+) 011510 N 0256.1 0012 885.50 021910 N 0257.1 0013 885.50 022310 N 0258.1 027 0095 4,810.18 E.W. @ F.A.(+) 090111 N 1671.0 0096 2,508.72 090211 N 1672.0 0097 336.54 090111 Y 1683.0 028 0196-1 -25,209.25 A.C. @ F.A.(+) 062510 Y 0723.1 DAO CORRECTING ENTRY 0210 1,011.58 061510 Y 0444.0 0230 2,706.74 010510 Y 1555.0 0232 1,245.69 020210 Y 1559.0 0234 856.95 022210 Y 1561.0 0235 856.95 022310 Y 1562.0 0236 1,383.93 022410 Y 1563.0 0240 936.86 032610 Y 1569.0 0241 1,899.42 032910 Y 1570.0 0242 3,579.03 033010 Y 1571.0 0244 428.74 042810 Y 1573.0 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 10/24/11 EST. NO.25 TIME 01:40 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 --------------------------------------------------------------------------- 0245 2,375.47 042910 Y 1574.0 0247 436.39 070710 Y 1578.0 0267 1,511.40 031011 Y 1227.1 0268 761.38 050311 Y 1440.1 0273 704.00 021111 Y 1022.2 0276 856.95 110209 Y 1546.0 0277 856.95 110309 Y 1547.0 0278 856.95 110609 Y 1548.0 0279 605.90 122809 Y 1549.0 0287 681.34 042310 Y 0216.2 0291 1,393.18 012211 Y 1055.2 0296 68,286.98 102710 Y 1724.0 0297 67,663.34 102810 Y 1725.0 0298 78,706.73 110110 Y 1726.0 0299 48,028.08 110210 Y 1727.0 0300 1,980.00 110210 Y 1727.1 0302 2,851.20 110310 Y 1728.1 0303 4,334.42 110410 Y 0797.1 033 0007-1 -3,131.58 E.W. @ F.A.(+) 091310 Y 0557.0 DAO CORRECTING ENTRY 0008-1 -2,742.76 090910 Y 0645.0 DAO CORRECTING ENTRY 0010-1 -1,339.79 090910 Y 0645.1 DAO CORRECTING ENTRY 0013-1 -1,264.84 091310 Y 0557.1 DAO CORRECTING ENTRY 0015 170.03 061610 Y 1079.0 0016 1,936.29 032611 Y 1738.0 039 0042 8,886.63 E.W. @ F.A.(+) 033011 Y 1359.1 044 0007 4,745.95 A.C. @ F.A.(+) 100810 Y 1721.0 0008 6,203.65 082510 Y 1729.0 0009 9,947.38 100710 Y 1201.1 045 0009-1 -7,295.76 E.W. @ F.A.(+) 080310 Y 0483.0 DAO CORRECTING ENTRY 0010-1 -9,053.00 080410 Y 0484.0 DAO CORRECTING ENTRY 0215 1,223.75 030911 Y 1224.1 0219 2,492.05 022311 N 1459.0 0220 2,188.45 021311 N 1460.0 0222 1,884.85 022111 N 1462.0 0224 2,188.45 022811 N 1464.0 0225 1,884.85 030211 N 1465.0 0228 2,188.45 030711 N 1471.0 0230 2,188.45 030911 N 1473.0 0232 2,188.45 031611 N 1475.0 0234 2,710.27 032111 N 1477.0 0236 2,406.67 032711 N 1480.0 0237 2,235.89 032811 N 1481.0 0238 2,289.65 032911 N 1482.0 0239 2,188.45 033011 N 1483.0 0240 2,188.45 033111 N 1484.0 0244 2,507.87 040611 N 1488.0 0246 2,204.27 040811 N 1490.0 0249 2,710.27 041211 N 1493.0 0259 2,188.45 042711 N 1503.0 0262 27,060.00 110310 Y 0800.0 0267 225.63 072910 Y 0468.2 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 10/24/11 EST. NO.25 TIME 01:40 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 --------------------------------------------------------------------------- 0315 1,541.23 022111 Y 1139.2 0332 3,082.74 080410 Y 0484.1 0346 5,793.48 090910 Y 0646.1 0347 1,683.00 091210 Y 0675.1 0396 4,415.69 111610 Y 1722.0 0397 6,114.98 111710 Y 1723.0 052 0028 262,092.89 A.C. @ L.S.(+) 100311 N 1736.0 053 0101 1,000.68 A.C. @ F.A.(+) 050611 N 1366.0 0135-1 -962.23 011811 N 898.10 DAO CORRECTING ENTRY 0141 317.32 091211 N 1709.1 056 0030 18,182.48 E.W. @ F.A.(+) 040611 Y 1720.0 066 0002 161.93 E.W. @ F.A.(+) 041511 Y 1406.0 921,747.02 TOTAL THIS ESTIMATE 6,624,722.74 TOTAL PREVIOUS ESTIMATE 7,546,469.76 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 10/24/11 EST. NO.25 TIME 01:40 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 0.00 0.00 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 -509.12 -10,182.27 TOTAL DEDUCTIONS -509.12 -65,817.84 PROGRAM CAS145 PAGE 1 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 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 0.603 3,919.50 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,500.00 1.003 250.75 6.000 1,500.00 003 TIME-RELATED OVERHEAD LS 350,000.0000 2,350,000.00 0.030 70,500.00 0.667 1,567,450.00 004 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 33.000 3,135.00 008 TEMPORARY TIMBER BULKHEAD M3 2,000.0000 2,000.00 0.000 0.00 009 TEMPORARY INLET EA 1,000.0000 18,000.00 5.000 5,000.00 010 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.030 1,500.00 0.667 33,350.00 011 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 1.000 1,000.00 (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 6.000 72.00 2,178.590 26,143.08 015 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 12.000 42,000.00 016 TEMPORARY COVER M2 10.0000 9,000.00 10,405.800 104,058.00 017 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 30,000.00 1.000 400.00 44.000 17,600.00 018 STREET SWEEPING LS 150,000.0000 150,000.00 0.016 2,400.00 0.433 64,950.00 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 100,000.0000 100,000.00 0.020 2,000.00 0.336 33,600.00 020 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 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.419 62,850.00 (S) 024 TYPE III BARRICADE EA 45.0000 3,825.00 25.000 1,125.00 (S) 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 102.000 3,060.00 (S) 026 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,000.0000 9,000.00 2.000 6,000.00 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.016 1,600.00 0.407 40,700.00 (S) 028 TEMPORARY RAILING (TYPE K) M 55.0000 627,000.00 3,819.610 210,078.55 029 TEMPORARY CRASH CUSHION MODULE EA 100.0000 38,000.00 9.000 900.00 160.000 16,000.00 (S) 030 TEMPORARY TRAFFIC SCREEN M 13.0000 14,560.00 160.000 2,080.00 031 ABANDON CULVERT M 18.0000 28,620.00 439.500 7,911.00 032 ABANDON INLET EA 1,200.0000 20,400.00 1.000 1,200.00 7.000 8,400.00 033 ABANDON SANITARY SEWER PIPE M 80.0000 20,800.00 325.000 26,000.00 034 ABANDON SANITARY SEWER MANHOLE EA 1,700.0000 3,400.00 3.000 5,100.00 035 REMOVE SANITARY SEWER MANHOLE EA 1,300.0000 6,500.00 7.000 9,100.00 036 REMOVE SANITARY SEWER PIPE M 170.0000 69,700.00 513.000 87,210.00 037 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 1,405.200 14,052.00 041 REMOVE RAILROAD TRACK M 130.0000 28,600.00 203.200 26,416.00 042 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,800.00 334.900 6,698.00 043 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 19,850.00 1,169.000 5,845.00 044 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 6,800.00 0.000 0.00 STRIPE 045 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 13,650.00 408.000 1,224.00 046 REMOVE PAVEMENT MARKING M2 30.0000 1,260.00 10.480 314.40 047 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,270.00 1,452.710 4,358.13 048 REMOVE PAVEMENT MARKER EA 1.0000 7,850.00 1,315.000 1,315.00 049 REMOVE ROADSIDE SIGN EA 45.0000 1,485.00 5.000 225.00 PROGRAM CAS145 PAGE 3 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,100.00 052 REMOVE DRAINAGE GATE EA 1,500.0000 1,500.00 0.000 0.00 053 REMOVE CULVERT M 50.0000 55,000.00 97.000 4,850.00 518.050 25,902.50 054 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 70.000 5,250.00 056 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 11.000 9,900.00 058 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 0.550 24,750.00 062 REMOVE CONCRETE PAVEMENT M2 20.0000 224,200.00 160.800 3,216.00 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 0.000 0.00 (S) 068 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 17.0000 11,560.00 1,031.440 17,534.48 069 REMOVE CONCRETE (CURB AND GUTTER) M 22.0000 86,900.00 134.000 2,948.00 3,633.250 79,931.50 070 REMOVE CONCRETE BARRIER M 25.0000 29,750.00 312.000 7,800.00 323.750 8,093.75 071 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 0.000 0.00 073 CAP INLET EA 2,000.0000 14,000.00 1.000 2,000.00 074 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 0.000 0.00 076 BRIDGE REMOVAL, LOCATION A LS 97,700.0000 97,700.00 1.000 97,700.00 PROGRAM CAS145 PAGE 4 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 078 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.000 0.00 079 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 1,025,500.00 898.560 31,449.60 898.560 31,449.60 086 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 (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 30.000 5,400.00 (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 116,700.00 275.000 27,500.00 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 143,625.00 1,765.000 132,375.00 (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 13,600.00 132.000 13,200.00 (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 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 105 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 23.000 253.00 878.700 9,665.70 (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 270,000.00 123.000 3,075.00 4,999.040 124,976.00 112 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 1,100.030 242,006.60 2,418.940 532,166.80 114 HOT MIX ASPHALT TONN 100.0000 2,610,000.00 9,769.130 976,913.00 115 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 6.540 6,540.00 120 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 4,780,000.00 821.440 2,053,600.00 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 0.200 200,000.00 0.310 310,000.00 125 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 162,000.00 195.000 97,500.00 (F) 126 STRUCTURAL CONCRETE, BRIDGE M3 630.0000 12,136,320.00 44.750 28,192.50 5,838.750 3,678,412.50 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 748,925.00 40.000 29,000.00 961.998 697,448.55 (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 39.000 29,250.00 78.000 58,500.00 (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 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 45,000.00 10.000 50,000.00 136 JOINT SEAL ASSEMBLY (MR 80 MM) M 680.0000 68,000.00 0.000 0.00 137 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 102,500.00 0.000 0.00 138 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,100.0000 459,000.00 0.000 0.00 139 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 49,507.960 56,934.15 1,216,373.900 1,398,829.99 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 109,260.00 1,774.000 3,548.00 47,027.000 94,054.00 (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 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 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 11,400.00 (TYPE 4) 183 REHABILITATE SANITARY SEWER MANHOLE EA 5,200.0000 52,000.00 13.000 67,600.00 (TYPE 5) 184 CONCRETE COLLAR CONNECTION EA 780.0000 2,340.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,480.00 737.560 29,502.40 (SF)VINYL-CLAD) 203 CHAIN LINK FENCE (TYPE CL-1.8, M 59.0000 138,296.00 688.690 40,632.71 (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 94,500.00 210.000 94,500.00 (S) PROGRAM CAS145 PAGE 9 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 149,800.00 357.600 50,064.00 217 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 328,000.00 547.300 109,460.00 219 CONCRETE BARRIER (TYPE 60D) M 195.0000 79,950.00 219.600 42,822.00 (F) 220 CONCRETE BARRIER (TYPE 60E) M 800.0000 80,000.00 0.000 0.00 221 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 0.000 0.00 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 98,000.00 305.900 76,475.00 (F) 227 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 204,820.00 0.000 0.00 (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 5,243.500 5,243.50 (S) 237 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 8,240.00 5,229.480 5,229.48 (S) 238 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 146.290 3,949.83 (S) PROGRAM CAS145 PAGE 10 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,547.000 3,094.00 (S) 240 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,680.00 735.000 2,940.00 (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 0.057 22,230.00 0.336 131,040.00 (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 0.481 37,518.00 (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 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 01:40 PM ESTIMATE NO. 25 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 10/20/11 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 879,540.60 16,935,634.24 ADJUSTMENT OF COMPENSATION 804,155.27 5,152,264.62 EXTRA WORK 117,591.75 2,394,205.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,801,287.62 24,482,104.00 258 MOBILIZATION LS 75,000.0000 5,075,000.00 0.050 253,750.00 1.000 5,075,000.00 ORIGINAL CONTRACT AMOUNT 50,648,177.30 TOTAL WORK COMPLETED 2,055,037.62 29,557,104.00 MATERIALS ON HAND ON SITE 1,019,379.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -509.12 -65,817.84 TOTAL 2,054,528.50 30,510,665.29 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 06/25/12 370 84 104 27 52% 60% PROGRESS IS SATISFACTORY CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/11