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 12/21/11 EST. NO.41 TIME 01:46 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- 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 0655 22,190.63 E.W. @ F.A.(+) 060811 N 1490.1 0658 5,561.82 110711 N 1626.0 0659 1,171.95 112911 N 1698.0 0660 1,171.95 113011 N 1699.0 002 0060 1,237.71 E.W. @ F.A.(+) 092311 N 1597.0 0062 5,233.19 091311 N 1621.0 0063 557.47 041511 N 1622.0 0064 1,082.78 070111 N 1620.0 0065 658.80 111511 N 1638.0 003 0087 289.23 E.W. @ F.A.(+) 091611 N 1531.0 0092 971.37 101711 N 1614.0 0093 182.13 101411 N 1615.0 0094 1,372.14 101011 N 1617.0 0096 1,308.34 110811 N 1640.0 0097 1,186.76 110211 N 1641.0 0099 1,379.19 110311 N 1643.0 0101 811.78 111611 N 1697.0 036 0001 429.00 E.W. @ F.A.(+) 052610 N 1244.0 0002 731.50 012309 N 1245.0 0003 731.50 020309 N 1246.0 0004 522.50 030609 N 1247.0 0005 1,468.50 040309 N 1248.0 0008 1,188.00 060610 N 1253.0 0010 962.50 101210 N 1255.0 0011 836.00 110110 N 1256.0 0014 940.50 040110 N 1251.0 0015 742.50 050210 N 1252.0 0016 836.00 012709 N 1645.0 0018 836.00 021209 N 1647.0 0019 1,633.50 022209 N 1648.0 0020 627.00 022509 N 1649.0 0021 627.00 022709 N 1650.0 0022 1,518.00 030709 N 1651.0 0023 836.00 031809 N 1652.0 0026 627.00 050409 N 1655.0 0028 1,391.50 052309 N 1657.0 0029 759.00 053009 N 1658.0 0031 962.50 040510 N 1660.0 0032 627.00 040610 N 1661.0 0033 1,336.50 041110 N 1662.0 0036 731.50 050310 N 1665.0 0037 836.00 050410 N 1666.0 0038 836.00 050510 N 1667.0 0039 731.50 050710 N 1668.0 0041 836.00 051910 N 1670.0 0042 731.50 052110 N 1671.0 0043 1,188.00 052310 N 1672.0 0044 962.50 052410 N 1673.0 0045 1,089.00 052510 N 1674.0 0046 522.50 052710 N 1675.0 0047 522.50 060710 N 1676.0 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 12/21/11 EST. NO.41 TIME 01:46 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0048 522.50 061510 N 1677.0 0049 2,260.50 061910 N 1678.0 0051 962.50 101310 N 1680.0 0052 962.50 101810 N 1681.0 0053 962.50 102010 N 1682.0 0054 836.00 102710 N 1683.0 042 0018 40,832.60 A.C. @ L.S.(+) 121911 N EST410 0019 -39,188.89 A.C. @ L.S.(-) 121911 N EST411 064 0001 151,665.77 A.C. @ L.S.(+) 121811 N EST410 083 0001 468.60 E.W. @ F.A.(+) 042711 N 1243.0 0002 962.60 051611 N 1319.1 0003 973.73 061011 N 1320.1 0004 263.49 062111 N 1398.0 0006 3,874.43 080111 N 1478.0 0007 3,186.05 081711 N 1479.0 0008 3,845.74 081811 N 1480.0 0009 6,912.88 082111 N 1481.0 0010 3,215.29 080211 N 1482.0 0011 5,960.42 080411 N 1483.0 0012 986.63 072611 N 1492.0 0013 640.44 072711 N 1493.0 0014 465.83 073111 N 1494.0 0015 2,777.38 080311 N 1495.0 0016 774.41 082211 N 1496.0 0017 470.31 061311 N 1458.1 0018 264.64 062111 N 1459.1 0019 3,707.93 062211 N 1460.1 0020 641.67 080911 N 1521.0 0021 660.91 081611 N 1522.0 0022 1,114.85 092211 N 1533.0 0023 1,710.95 092711 N 1534.0 0024 652.27 080811 N 1571.0 0025 1,747.91 092811 N 1599.0 0028 5,077.53 E.W. @ L.S.(+) 121811 N EST410 096 0006 717.65 E.W. @ F.A.(+) 100311 N 1616.0 104 0034 4,433.14 E.W. @ F.A.(+) 032411 N 1588.0 0035 1,699.20 032411 N 1600.0 0036 4,433.14 032911 N 1689.0 123 0005 66.98 E.W. @ F.A.(+) 092911 N 1594.0 0007 452.87 100411 N 1612.0 0022 363,935.00 E.W. @ L.S.(+) 121911 N EST410 126 0053 1,886.34 E.W. @ F.A.(+) 082911 N 1603.0 0054 231.63 081811 N 1605.0 127 0004 35,512.11 E.W. @ L.S.(+) 121811 N EST410 128 0002 142,301.28 E.W. @ L.S.(+) 121811 N EST410 129 0021 1,774.67 E.W. @ F.A.(+) 092911 N 1601.0 141 0009 2,544.70 E.W. @ F.A.(+) 111011 N 1610.0 142 0008 233.13 E.W. @ F.A.(+) 092911 N 1595.0 0010 983.05 090111 N 1602.0 0011 5,699.83 102711 N 1694.0 0012 975.83 102811 N 1695.0 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 12/21/11 EST. NO.41 TIME 01:46 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 144 0004 222,146.48 E.W. @ L.S.(+) 121811 N EST410 1,077,723.64 TOTAL THIS ESTIMATE 7,538,933.56 TOTAL PREVIOUS ESTIMATE 8,616,657.20 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 12/21/11 EST. NO.41 TIME 01:46 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF FAILURE CPM -577,262.69 03 PERF FAILURE CPM 577,262.69 04 SURVEY RESTAKING CHG -6,970.00 13 SURVEY RESTAKING CHG -1,700.00 15 LATE REOPEN CLOSURE -25,950.00 17 CONCRETE OUT OF SPEC -27.36 29 CONCRETE OUT OF CC -804.60 34 CONCRETE OUT OF SPEC -165.17 39 0.00 -35,617.13 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 02 O/S PRS OCT -10,000.00 03 O/S PRS NOV -10,000.00 04 PRS RECD SEPT 10,000.00 04 O/S PRS DEC -10,000.00 05 O/S PRS JAN -10,000.00 06 PRS RECD OCT 10,000.00 06 PRS RECD NOV 10,000.00 06 O/S PRS FEB -10,000.00 07 PRS RECD JAN 10,000.00 07 PRS RECD DEC 10,000.00 08 PRTL PRS RECD FEB 8,000.00 08 O/S PRS MAY -10,000.00 10 O/S PRS JUNE -10,000.00 11 PRS RECD FEB 2,000.00 11 O/S PRS JULY -10,000.00 12 O/S PRS AUG -10,000.00 13 PRS RECD JULY 10,000.00 13 O/S PRS SEPT -10,000.00 14 O/S PRS OCT -10,000.00 15 PRTL PRS RECD JUNE 6,000.00 15 PRTL PRS RECD AUG 5,000.00 15 PRTL PRS RECD SEPT 7,000.00 15 PRTL PRS RECD MAY 6,000.00 15 O/S PRS NOV -3,000.00 16 PRS RECD AUG 5,000.00 16 PRS RECD SEPT 3,000.00 16 O/S PRS DEC -8,000.00 17 O/S PRS JAN -8,000.00 18 O/S PRS FEB -5,000.00 19 PRS RECD JUNE 09 4,000.00 19 PRS RECD NOV 09 3,000.00 19 PRS RECD DEC 09 8,000.00 19 O/S PRS MARCH -10,000.00 20 O/S PRS APRIL 10 -1,000.00 21 PRS RECD OCT 10,000.00 21 PRS RECD JAN 8,000.00 21 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/21/11 EST. NO.41 TIME 01:46 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD FEB 5,000.00 21 O/S PRS MAY 10 -10,000.00 22 PRS RECD MAY 09 4,000.00 22 O/S PRS JUNE -10,000.00 23 O/S PRS JULY -5,000.00 25 PRTL PRS RECD MAR 5,000.00 25 O/S PRS AUG -10,000.00 26 PRS RECD JULY 5,000.00 26 PRTL PRS MAR 4,000.00 26 PRTL PRS MAY 5,000.00 26 PRTL PRS JUNE 7,000.00 26 O/S PRS SEPT -4,000.00 27 O/S PRS OCT -10,000.00 28 PRTL PRS RECD MAY 2,000.00 28 PRTL PRS RECD JUNE 1,000.00 28 PRTL PRS RECD AUG 9,000.00 28 PRTL PRS RECD SEPT 2,000.00 28 O/S PRS NOV -10,000.00 29 PRS RECD AUG 1,000.00 29 PRTL PRS RECD OCT 5,000.00 29 O/S PRS DEC -3,000.00 30 PRS RECD SEPT. 2010 2,000.00 30 PRS RECD MAR 2010 1,000.00 30 PRS RECD APR 2010 1,000.00 30 PRTL PRS RECD MAY 10 2,000.00 30 PRTL PRS RECD NOV 10 5,000.00 30 O/S PRS JAN -5,000.00 31 O/S PRS FEB -2,000.00 32 PRTL PRS RECD OCT 10 1,000.00 32 PRTL PRS RECD NOV 10 2,000.00 32 PRTL PRS RECD DEC 10 2,000.00 32 PRTL PRS RECD JAN 3,000.00 32 O/S PRS MARCH -3,000.00 33 PRTL PRS RECD OCT 10 1,000.00 33 PRTL PRS RECD NOV 10 1,000.00 33 O/S PRS APRIL 2011 -5,000.00 34 PRTL PRS RECD JAN 11 1,000.00 34 PRTL PRS RECD FEB 11 1,000.00 34 PRTL PRS RECD MAR 11 1,000.00 34 DEL MAY 2011 CPRS -5,000.00 35 PRTL OCT 2010 CPRS 2,000.00 35 DEL JUN'CPR -3,000.00 36 REC APRIL'11 2,000.00 36 REC NOV' 10 1,000.00 36 RECD JUN' 10 1,000.00 36 RECD MAR'11 1,000.00 36 RECD MAY'11 2,000.00 36 RECD OCT'10 2,000.00 36 RECD FEB'11 1,000.00 37 DEL JULY 2011 -3,000.00 37 LCV RECD JAN'11 1,000.00 37 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 12/21/11 EST. NO.41 TIME 01:46 PM R.E. NAME: MCMILLAN, STEVE 11-2T0924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD OCT'10 1,000.00 37 DEL CPR AUG 2011 -1,000.00 38 PRTL APR 11 DEL 2,000.00 40 PRTL JULY 11 DEL 2,000.00 40 PRTL JUNE 11 DEL 2,000.00 40 PRTL MAY 11 DEL 2,000.00 40 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -43,617.13 PROGRAM CAS145 PAGE 1 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 LOCATION PROGRESS ESTIMATE 11-SD-15-M10.4/R21.2 ----------------- COFFMAN SPECIALTIES INC. IN SAN DIEGO COUNTY IN SAN DIEGO ON 4375 JUTLAND DRIVE SUITE 260 ROUTE 15 AND ON ROUTE 163 SAN DIEGO CA 92117 FED. AID NO. N O N E CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.750 9,375.00 002 TIME-RELATED OVERHEAD WDAY 2,500.0000 2,250,000.00 20.000 50,000.00 915.000 2,287,500.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 29,100.00 743.326 22,299.78 (S) 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 5,850.00 0.000 0.00 005 TEMPORARY SUPPORT LS 50,000.0000 50,000.00 1.000 50,000.00 006 TEMPORARY PIPE INLET (TYPE GMP) M 500.0000 1,000.00 2.000 1,000.00 007 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.994 49,700.00 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.008 40.00 0.896 4,480.00 (S) PREVENTION PLAN 009 TEMPORARY HYDRAULIC MULCH M2 0.3000 12,000.00 61,498.320 18,449.50 (S) 010 TEMPORARY FIBER ROLL M 8.0000 74,000.00 6,134.580 49,076.64 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 105,000.00 52.000 130,000.00 012 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 73,500.00 21.000 73,500.00 013 TEMPORARY CHECK DAM M 10.0000 2,700.00 433.000 4,330.00 014 MOVE-IN/MOVE-OUT EA 500.0000 1,500.00 5.000 2,500.00 (S) (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 43,200.00 207.000 37,260.00 016 STREET SWEEPING LS 150,000.0000 150,000.00 0.020 3,000.00 0.990 148,500.00 017 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.004 200.00 0.836 41,800.00 (S) 018 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.020 6,000.00 0.990 297,000.00 (S) 019 TYPE III BARRICADE EA 70.0000 11,200.00 90.000 6,300.00 (S) 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 4,260.00 15,705.197 7,852.60 (S) 021 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 1,220.00 0.000 0.00 (S) 022 PORTABLE DELINEATOR EA 20.0000 4,000.00 20.000 400.00 (S) PROGRAM CAS145 PAGE 2 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 50.0000 20,500.00 737.000 36,850.00 (S) 024 TEMPORARY PAVEMENT MARKER EA 4.0000 4,960.00 3,371.000 13,484.00 (S) 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 102,000.00 0.216 1,836.00 11.892 101,082.00 (S) 026 TEMPORARY RAILING (TYPE K) M 25.0000 865,000.00 27,805.885 695,147.13 027 TEMPORARY CRASH CUSHION MODULE EA 200.0000 64,000.00 224.000 44,800.00 (S) 028 TEMPORARY CRASH CUSHION (ABSORB 350) EA 3,500.0000 98,000.00 42.000 147,000.00 (S) 029 ABANDON CULVERT EA 500.0000 31,500.00 63.000 31,500.00 030 ABANDON PIPELINE M 25.0000 6,750.00 192.000 4,800.00 031 ABANDON IRRIGATION CROSSOVER EA 1,000.0000 10,000.00 10.000 10,000.00 032 REMOVE METAL BEAM GUARD RAILING M 37.0000 11,840.00 387.920 14,353.04 (S) 033 REMOVE TRAFFIC STRIPE M 1.0000 134,000.00 13,693.998 13,694.00 167,491.191 167,491.19 (S) 034 REMOVE PAVEMENT MARKING M2 10.0000 2,300.00 28.600 286.00 495.989 4,959.89 (S) 035 REMOVE ROADSIDE SIGN EA 150.0000 4,950.00 83.000 12,450.00 (S) 036 REMOVE SIGN STRUCTURE EA 5,000.0000 95,000.00 18.000 90,000.00 037 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 10,000.00 4.000 10,000.00 038 REMOVE PIPELINE M 130.0000 67,600.00 536.026 69,683.38 039 REMOVE CONCRETE DECK SURFACE M2 40.0000 8,000.00 15.000 600.00 040 RESET ROADSIDE SIGN EA 300.0000 3,000.00 4.000 1,200.00 041 RELOCATE ROADSIDE SIGN EA 300.0000 13,800.00 1.000 300.00 042 RELOCATE SIGN PANEL EA 1,000.0000 2,000.00 2.000 2,000.00 043 MODIFY INLET EA 1,500.0000 4,500.00 2.000 3,000.00 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 112,000.00 25,144.400 176,010.80 (S) 045 REMOVE CONCRETE (RETAINING WALL) M 33.0000 30,690.00 764.500 25,228.50 046 REMOVE CONCRETE (SOUNDWALL) M 25.0000 15,250.00 671.300 16,782.50 047 REMOVE CONCRETE (CHANNEL) M 120.0000 32,400.00 439.500 52,740.00 048 REMOVE CONCRETE BARRIER M 40.0000 265,200.00 6,707.100 268,284.00 049 PREPARE CONCRETE BRIDGE DECK SURFACE M2 18.0000 17,010.00 960.140 17,282.52 PROGRAM CAS145 PAGE 3 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 27,600.00 1,220.600 12,206.00 051 REMOVE CONCRETE (CURB, GUTTER, AND M 150.0000 9,150.00 218.200 32,730.00 SIDEWALK) 052 CAP INLET EA 1,000.0000 12,000.00 9.000 9,000.00 053 CAP RISER EA 1,000.0000 2,000.00 1.000 1,000.00 054 REMOVE CRASH CUSHION (TYPE GREAT) EA 5,000.0000 20,000.00 4.000 20,000.00 055 REMOVE CRASH CUSHION EA 500.0000 14,000.00 0.000 0.00 (SAND FILLED, MODULE) 056 BRIDGE REMOVAL, LOCATION A LS 330,000.0000 330,000.00 1.000 330,000.00 057 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 058 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 059 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.962 9,620.00 060 ROADWAY EXCAVATION M3 31.0000 5,239,000.00 180,854.000 5,606,474.00 061 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 138,800.00 1,735.000 138,800.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 75.0000 1,463,700.00 19,516.000 1,463,700.00 (F) 063 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 24,500.00 490.000 24,500.00 (F) 064 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 45.0000 22,275.00 495.000 22,275.00 (F) 065 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 60,800.00 760.000 60,800.00 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 740,400.00 24,680.000 740,400.00 (F) 067 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 250.0000 10,000.00 40.000 10,000.00 (F) 068 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 200.0000 16,000.00 80.000 16,000.00 (F) 069 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 50,840.00 1,271.000 50,840.00 (F) WALL) 070 SAND BACKFILL M3 250.0000 145,000.00 596.500 149,125.00 071 LEAN CONCRETE BACKFILL M3 250.0000 30,000.00 120.000 30,000.00 (F) 072 CLASS 2 CONCRETE (BACKFILL) M3 300.0000 55,500.00 185.000 55,500.00 (F) 073 DITCH EXCAVATION M3 45.0000 21,600.00 470.450 21,170.25 074 SOIL NAIL ASSEMBLY M 180.0000 205,200.00 1,084.500 195,210.00 (S) 075 EROSION CONTROL (BIOFILTRATION) M2 10.0000 74,500.00 0.000 0.00 (S) 076 EROSION CONTROL (TYPE D) M2 1.2000 98,400.00 16,945.000 20,334.00 (S) PROGRAM CAS145 PAGE 4 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS M 6.2500 22,875.00 4,536.300 28,351.88 (S) 078 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 750.00 1.000 250.00 (S) 079 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.950 180,500.00 (S) 080 WATER METER EA 49,000.0000 98,000.00 0.300 14,700.00 (S) 081 200 MM CORRUGATED HIGH DENSITY M 160.0000 10,560.00 59.400 9,504.00 (S) POLYETHYLENE PIPE CONDUIT 082 250 MM CORRUGATED HIGH DENSITY M 170.0000 28,900.00 112.730 19,164.10 (S) POLYETHYLENE PIPE CONDUIT 083 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 33,600.00 201.400 42,294.00 (S) (6.35 MM THICK) 084 EXTEND 250 MM CONDUIT M 210.0000 10,080.00 1.350 283.50 (S) 085 BOOSTER PUMP EA 25,000.0000 25,000.00 1.000 25,000.00 (S) 086 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 087 CLASS 2 AGGREGATE BASE M3 40.0000 1,768,000.00 58,212.410 2,328,496.40 088 ASPHALT TREATED PERMEABLE BASE M3 250.0000 22,000.00 89.960 22,490.00 089 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 26,000.00 0.889 889.00 090 SLURRY SEAL TONN 1,500.0000 54,000.00 22.430 33,645.00 22.430 33,645.00 091 HOT MIX ASPHALT TONN 110.0000 5,896,000.00 4.090 449.90 55,530.170 6,108,318.70 092 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10,000.0000 3,000.00 0.350 3,500.00 PAVEMENT INTERLAYER) 093 GEOSYNTHETIC PAVEMENT INTERLAYER M2 13.0000 2,600.00 170.100 2,211.30 094 PLACE HOT MIX ASPHALT DIKE M 4.0000 20,200.00 3,422.578 13,690.31 095 PLACE HOT MIX ASPHALT M2 12.0000 28,680.00 740.280 8,883.36 (MISCELLANEOUS AREA) 096 TACK COAT TONN 1,500.0000 43,500.00 56.746 85,119.00 097 CONCRETE PAVEMENT M3 230.0000 6,164,000.00 26,971.354 6,203,411.42 098 SEAL PAVEMENT JOINT M 4.0000 186,400.00 34,536.085 138,144.34 099 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 40,920.00 10,093.748 60,562.49 100 REPAIR SPALLED JOINTS M2 1,050.0000 10,500.00 10.371 10,889.55 101 GRIND EXISTING CONCRETE M2 5.0000 31,250.00 7,587.000 37,935.00 (S) PAVEMENT 102 760 MM DRILLED HOLE M 120.0000 86,400.00 720.000 86,400.00 (S) 103 STEEL SOLDIER PILE (W530 X 66) M 245.0000 3,185.00 13.000 3,185.00 PROGRAM CAS145 PAGE 5 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STEEL SOLDIER PILE (W530 X 109) M 330.0000 40,260.00 122.000 40,260.00 105 STEEL SOLDIER PILE (W530 X 138) M 430.0000 50,740.00 118.000 50,740.00 106 STEEL SOLDIER PILE (W530 X 165) M 565.0000 111,870.00 198.000 111,870.00 107 STEEL SOLDIER PILE (W530 X 182) M 610.0000 148,230.00 243.000 148,230.00 108 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 77,220.00 296.780 77,162.80 (S) PILING 109 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 910.0000 185,640.00 203.740 185,403.40 (S) PILING 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 165,000.0000 165,000.00 1.000 165,000.00 (S) 111 TIEDOWN ANCHOR EA 8,100.0000 64,800.00 8.000 64,800.00 (S) 112 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 137,200.00 392.000 137,200.00 (F) 113 STRUCTURAL CONCRETE, DECK OVERLAY M3 500.0000 77,500.00 155.000 77,500.00 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 1,858,500.00 2,478.000 1,858,500.00 (F) 115 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 3,460,120.00 7,512.900 3,455,934.00 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 150,000.00 250.000 150,000.00 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 81,900.00 124.280 86,996.00 (F) (TYPE N) 118 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 46,000.00 23.260 46,520.00 119 CLASS 4 CONCRETE (BACKFILL) M3 220.0000 48,400.00 271.620 59,756.40 120 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 1,140,000.00 2,280.000 1,140,000.00 (F) 121 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 488,000.00 252.288 504,576.00 (F) 122 HEAVY BLAST TEXTURE M2 10.0000 35,310.00 3,531.000 35,310.00 (F) 123 SWIRLED PLASTER TEXTURE M2 30.0000 114,720.00 3,824.000 114,720.00 (F) 124 ARCHITECTURAL SURFACE (BARRIER) M2 30.0000 8,850.00 295.000 8,850.00 (F) 125 TILE TEXTURE M2 50.0000 43,650.00 815.500 40,775.00 (F) 126 DRILL AND BOND DOWEL M 75.0000 26,475.00 400.390 30,029.25 127 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 441,000.00 21.000 441,000.00 (S) GIRDER (25 M - 30 M) 128 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 42,000.00 21.000 42,000.00 (S) GIRDER 129 FURNISH POLYESTER CONCRETE OVERLAY M3 4,750.0000 33,250.00 5.960 28,310.00 130 PLACE POLYESTER CONCRETE OVERLAY M2 55.0000 13,750.00 280.700 15,438.50 (F) PROGRAM CAS145 PAGE 6 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ACCESS GATE 1.5 EA 13,000.0000 13,000.00 1.000 13,000.00 132 JOINT SEAL (TYPE AL) M 110.0000 4,400.00 36.670 4,033.70 (S) 133 JOINT SEAL (MR 40 MM) M 225.0000 25,650.00 134.520 30,267.00 (S) 134 JOINT SEAL (MR 50 MM) M 265.0000 8,215.00 29.500 7,817.50 (S) 135 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 1,135,510.00 493,700.000 1,135,510.00 (SF) 136 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 1,421,995.70 618,259.000 1,421,995.70 (SF) 137 HEADED BAR REINFORCEMENT EA 15.0000 9,525.00 635.000 9,525.00 (SF) 138 SHOTCRETE M3 750.0000 84,750.00 113.000 84,750.00 (F) 139 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 39,273.00 3,560.000 46,280.00 WITH WALKWAY) 140 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 7,678.00 3,560.000 7,120.00 (S) WITH WALKWAY) 141 FURNISH SIGN STRUCTURE (TUBULAR) KG 12.0000 1,233,300.00 102,081.000 1,224,972.00 142 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.6000 164,440.00 101,991.000 163,185.60 (S) 143 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 133,056.00 13,478.000 161,736.00 144 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 16,632.00 11,457.000 17,185.50 (S) 145 FURNISH LAMINATED PANEL SIGN M2 165.0000 44,550.00 273.246 45,085.59 (25.4 MM-TYPE A) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 4,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,640.00 0.000 0.00 (1.6 MM-FRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 900.00 0.000 0.00 (2.0 MM-FRAMED) 150 920 MM CAST-IN-DRILLED-HOLE M 2,900.0000 69,600.00 24.000 69,600.00 (S) CONCRETE PILE (SIGN FOUNDATION) 151 1524 MM CAST-IN-DRILLED-HOLE M 1,400.0000 196,000.00 146.950 205,730.00 (S) CONCRETE PILE (SIGN FOUNDATION) 152 ROADSIDE SIGN-ONE POST EA 125.0000 750.00 4.000 500.00 6.000 750.00 (WEED CONTROL MAT RUBBER) 153 ROADSIDE SIGN - ONE POST EA 485.0000 14,065.00 1.000 485.00 39.000 18,915.00 154 ROADSIDE SIGN - TWO POST EA 1,200.0000 12,000.00 3.000 3,600.00 155 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 22.000 2,750.00 METHOD) 156 INSTALL SIGN PANEL (BARRIER MOUNTED) EA 1,200.0000 19,200.00 15.000 18,000.00 157 INSTALL ROADSIDE SIGN PANEL ON EA 180.0000 4,500.00 9.000 1,620.00 EXISTING POST PROGRAM CAS145 PAGE 7 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 TIMBER LAGGING M3 2,100.0000 102,900.00 49.000 102,900.00 (F) 159 200 MM ALTERNATIVE PIPE CULVERT M 150.0000 6,900.00 71.940 10,791.00 160 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 304,500.00 2,328.840 337,681.80 161 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 355,000.00 1,248.990 312,247.50 162 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 183,000.00 599.940 179,982.00 163 1650 MM ALTERNATIVE PIPE CULVERT M 2,560.0000 64,000.00 24.160 61,849.60 164 100 MM PLASTIC PIPE UNDERDRAIN M 60.0000 97,800.00 1,264.060 75,843.60 165 DRAINAGE INLET MARKER EA 100.0000 500.00 0.000 0.00 166 900 MM CEMENT MORTAR LINED & TAPE COATED M 2,300.0000 920,000.00 397.403 914,026.90 (6.25 MM THICK) WELDED STEEL PIPE 167 400 MM BUTTERFLY VALVE ASSEMBLY EA 7,400.0000 59,200.00 8.000 59,200.00 168 150 MM BLOW-OFF VALVE ASSEMBLY EA 6,000.0000 18,000.00 3.000 18,000.00 169 100 MM AIR RELEASE AND VACUUM VALVE EA 5,500.0000 33,000.00 7.000 38,500.00 ASSEMBLY 170 POLYVINYL CHLORIDE PIPE CLASS 200 M 660.0000 40,920.00 48.200 31,812.00 171 CORROSION TEST STATION EA 3,260.0000 29,340.00 9.000 29,340.00 172 ACCESS MANHOLE EA 12,000.0000 24,000.00 2.000 24,000.00 173 GATE VALVE EA 3,300.0000 9,900.00 3.000 9,900.00 174 400 MM CEMENT MORTAR LINED AND COATED M 2,300.0000 204,700.00 88.277 203,037.10 (6.25 MM THICK) WELDED STEEL PIPE 175 900 MM CEMENT MORTAR LINED AND COATED M 3,640.0000 160,160.00 40.558 147,631.12 (6.25 MM THICK) WELDED STEEL PIPE 176 400 MM CEMENT MORTAR LINED M 1,200.0000 312,000.00 257.910 309,492.00 (FIELD APPLIED) AND TAPE COATED (6.25 MM THICK) WELDED STEEL PIPE 177 600 MM STEEL CASING PIPE M 3,200.0000 115,200.00 31.560 100,992.00 178 400 MM FLEXIBLE EXPANSION JOINT EA 12,000.0000 72,000.00 6.000 72,000.00 179 900 MM BUTTERFLY VALVE ASSEMBLY EA 26,000.0000 26,000.00 1.000 26,000.00 180 100 MM BLOW-OFF VALVE ASSEMBLY EA 5,500.0000 11,000.00 2.000 11,000.00 181 100 MM SERVICE LINE ASSEMBLY EA 5,800.0000 11,600.00 2.000 11,600.00 182 100 MM POLYVINYL CHLORIDE CONDUIT M 150.0000 22,500.00 150.000 22,500.00 (FOR FIBER OPTIC) 183 450 MM ALTERNATIVE PIPE RISER M 1,000.0000 29,000.00 28.750 28,750.00 PROGRAM CAS145 PAGE 8 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 900 MM ALTERNATIVE PIPE RISER M 2,650.0000 55,650.00 25.020 66,303.00 185 TELEVISE EXISTING SEWER PIPE LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 186 CONCRETE (DITCH LINING) M3 450.0000 41,400.00 63.960 28,782.00 187 SLOPE PAVING (CONCRETE) M3 1,100.0000 26,400.00 24.000 26,400.00 (F) 188 SLOPE PAVING (CONCRETE) M2 200.0000 82,000.00 315.500 63,100.00 (F) (SPLIT FACED VENEER) 189 MINOR CONCRETE (GUTTER) M3 75.0000 3,600.00 39.390 2,954.25 190 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 279,000.00 2,637.300 263,730.00 191 MINOR CONCRETE (CURB, SIDEWALK AND M3 515.0000 103,000.00 200.858 103,441.87 CURB RAMP) 192 MISCELLANEOUS IRON AND STEEL KG 5.0000 142,340.00 23,877.000 119,385.00 (SF) 193 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 450.00 45.000 450.00 (SF) 194 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 28,400.00 1,420.000 28,400.00 (SF) 195 DELINEATOR (CLASS 1) EA 30.0000 5,100.00 0.000 0.00 196 MILEPOST MARKER EA 100.0000 800.00 0.000 0.00 197 GUARD RAILING DELINEATOR EA 13.0000 598.00 6.000 78.00 198 METAL BEAM GUARD RAILING M 100.0000 22,000.00 203.430 20,343.00 (S) 199 CHAIN LINK RAILING (TYPE 7) M 230.0000 62,330.00 271.000 62,330.00 (SF) 200 PERFORATED STEEL SCREEN (SCONCE) EA 3,725.0000 29,800.00 8.000 29,800.00 (S) 201 CONCRETE BARRIER (TYPE K) M 150.0000 295,500.00 1,730.640 259,596.00 202 PERFORATED STEEL SCREEN (PILASTER) EA 4,400.0000 17,600.00 4.000 17,600.00 (S) 203 TUBULAR PIPE HANDRAILING M 570.0000 22,800.00 0.000 0.00 (SF) 204 CONCRETE BARRIER (TYPE 26 MODIFIED) M 600.0000 121,800.00 203.000 121,800.00 (F) 205 CONCRETE BARRIER (TYPE A) M 300.0000 51,600.00 201.260 60,378.00 (F) 206 CABLE RAILING M 33.0000 15,675.00 475.000 15,675.00 (SF) 207 TRANSITION RAILING (TYPE WB) EA 3,400.0000 13,600.00 4.000 13,600.00 (S) 208 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 6,120.00 10.000 6,800.00 (S) 209 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200.00 (S) 210 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,640.0000 31,680.00 14.000 36,960.00 (S) PROGRAM CAS145 PAGE 9 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 225,000.00 4.000 180,000.00 (S) 212 CONCRETE BARRIER (TYPE 60 MODIFIED) M 600.0000 29,400.00 58.060 34,836.00 213 CONCRETE BARRIER (TYPE 60D) M 300.0000 26,400.00 290.790 87,237.00 214 CONCRETE BARRIER (TYPE 60G) M 600.0000 15,600.00 60.000 36,000.00 215 CONCRETE BARRIER (TYPE 60GE) M 600.0000 150,000.00 547.490 328,494.00 216 CONCRETE BARRIER (TYPE 60S) M 170.0000 163,200.00 505.450 85,926.50 217 CONCRETE BARRIER (TYPE 60SA) M 290.0000 16,820.00 52.520 15,230.80 218 CONCRETE BARRIER (TYPE 60SC) M 250.0000 572,500.00 2,958.876 739,719.00 219 CONCRETE BARRIER (TYPE 60SE) M 700.0000 98,000.00 0.000 0.00 220 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 700.0000 22,400.00 32.000 22,400.00 (F) 221 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 700.0000 7,000.00 9.977 6,983.90 222 CONCRETE BARRIER (TYPE 60S MODIFIED) M 270.0000 418,500.00 1,511.683 408,154.41 223 CONCRETE BARRIER (TYPE 60G MODIFIED) M 600.0000 21,600.00 35.673 21,403.80 224 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 104,100.00 347.000 104,100.00 (F) 225 CONCRETE BARRIER (TYPE 736B MODIFIED) M 350.0000 45,500.00 121.100 42,385.00 226 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 15,300.00 121.450 3,643.50 789.470 23,684.10 (S) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 17,100.00 195.000 97.50 6,499.000 3,249.50 (S) 228 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 11,080.00 2,046.000 4,092.00 9,667.986 19,335.97 (S) 229 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 4,068.00 2,302.000 2,071.80 3,007.604 2,706.84 (S) (BROKEN 3.66 M - 0.92 M) 230 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 2,338.00 1,110.000 1,554.00 2,637.920 3,693.09 (S) (BROKEN 11.0 M - 3.5 M) 231 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 2,538.00 238.144 214.33 (S) (BROKEN 3.66 M - 0.92 M) 232 PAINT TRAFFIC STRIPE (2-COAT) M 0.2800 66,640.00 18,212.000 5,099.36 332,486.422 93,096.20 (S) 233 PAINT PAVEMENT MARKING (2-COAT) M2 18.0000 4,500.00 596.781 10,742.06 (S) 234 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9500 35,435.00 1,544.000 1,466.80 47,709.000 45,323.55 (S) 235 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 37,600.00 740.000 1,480.00 22,349.000 44,698.00 (S) 236 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 237 SIGNAL AND LIGHTING (LOCATION 1) LS 65,000.0000 65,000.00 0.226 14,690.00 1.000 65,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.041 5,740.00 1.000 140,000.00 (S) 239 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.335 36,850.00 0.954 104,940.00 (S) 240 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.079 8,690.00 0.985 108,350.00 (S) 241 SIGNAL AND LIGHTING (LOCATION 5) LS 110,000.0000 110,000.00 0.040 4,400.00 1.000 110,000.00 (S) 242 SIGNAL AND LIGHTING (CITY) LS 40,000.0000 40,000.00 0.180 7,200.00 0.926 37,040.00 (S) 243 TEMPORARY LIGHTING LS 430,000.0000 430,000.00 1.000 430,000.00 (S) 244 LIGHTING (CITY STREET) LS 160,000.0000 160,000.00 0.035 5,600.00 0.895 143,200.00 (S) 245 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.038 26,600.00 0.955 668,500.00 (S) 246 CHANGEABLE MESSAGE SIGN SYSTEM LS 50,000.0000 50,000.00 0.326 16,300.00 0.712 35,600.00 (S) 247 GUIDE WIRE SYSTEM LS 740,000.0000 740,000.00 1.000 740,000.00 (S) 248 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 18,000.00 220.000 9,900.00 (S) 249 BOOSTER PUMP ELECTRICAL SYSTEM LS 27,500.0000 27,500.00 1.000 27,500.00 (S) 250 TRAFFIC MONITORING STATION LS 100,000.0000 100,000.00 0.014 1,400.00 0.986 98,600.00 (S) 251 TEMPORARY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 252 CLOSED CIRCUIT TELEVISION SYSTEM LS 65,000.0000 65,000.00 0.018 1,170.00 0.963 62,595.00 (S) 253 FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.034 27,200.00 0.965 772,000.00 (S) 254 TEMPORARY COMMUNICATION SYSTEM LS 9,000.0000 9,000.00 1.000 9,000.00 1.000 9,000.00 (S) 255 RAMP METERING SYSTEM (LOCATION 1) LS 65,000.0000 65,000.00 0.023 1,495.00 0.975 63,375.00 (S) 256 RAMP METERING SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 257 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.206 14,420.00 0.798 55,860.00 (S) 258 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.010 500.00 1.000 50,000.00 (S) 259 RAMP METERING SYSTEM (LOCATION 5) LS 60,000.0000 60,000.00 0.027 1,620.00 1.000 60,000.00 (S) 260 TEMPORARY RAMP METERING SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 (S) (LOCATION 1) 261 TEMPORARY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 (S) (LOCATION 2) 262 TEMPORARY RAMP METERING SYSTEM LS 95,000.0000 95,000.00 1.000 95,000.00 (S) (LOCATION 3) 263 TEMPORARY RAMP METERING SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 (S) (LOCATION 4) 264 TEMPORARY RAMP METERING SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION 5) PROGRAM CAS145 PAGE 11 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 265 INSTALL MOVEABLE BARRIER M 5.0000 62,500.00 11,996.000 59,980.00 (S) 266 HIGH OCCUPANCY VEHICLE SYSTEM (REMOVE) LS 70,000.0000 70,000.00 0.029 2,030.00 0.869 60,830.00 (S) 267 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 268 MINOR CONCRETE (SOUND WALL) M3 500.0000 154,000.00 308.000 154,000.00 (F) 269 SOUND WALL (MASONRY BLOCK) M2 120.0000 213,600.00 1,780.000 213,600.00 (F) 270 CONCRETE BARRIER (TYPE 736A MODIFY) M 300.0000 48,000.00 160.000 48,000.00 PROGRAM CAS145 PAGE 12 DATE 12/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0924 TIME 01:46 PM ESTIMATE NO. 41 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/11 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 12/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 314,545.86 55,337,831.80 ADJUSTMENT OF COMPENSATION 153,309.48 322,116.10 EXTRA WORK 924,414.16 8,294,541.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,392,269.50 63,954,489.00 271 MOBILIZATION LS 8,008.3000 6,008,008.30 1.000 6,008,008.30 ORIGINAL CONTRACT AMOUNT 60,545,000.00 TOTAL WORK COMPLETED 1,392,269.50 69,962,497.30 MATERIALS ON HAND ON SITE 86,187.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -43,617.13 TOTAL 1,392,269.50 70,005,068.09 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 08/06/08 900 09/09/08 09/30/08 10/10/12 767 35 69 0 95% 79% PROGRESS IS SATISFACTORY MCMILLAN, STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/11