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 10/26/11 EST. NO.17 TIME 12:44 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 0078 8,026.43 E.W. @ F.A.(+) 041111 N 1234.0 0080 779.71 032811 N 1493.0 0081 4,251.75 040711 N 1494.0 003 0019 4,535.25 E.W. @ F.A.(+) 071211 N 1629.0 0020 293.75 071211 N 1775.0 004 0006 750.00 E.W. @ F.A.(+) 060611 N 1749.0 005 0268 4,324.01 E.W. @ F.A.(+) 071211 N 1682.0 0269 2,935.63 071311 N 1683.0 0270 3,723.07 071311 N 1684.0 0271 2,860.57 071411 N 1685.0 0272 1,100.79 071411 N 1686.0 0273 4,244.59 071411 N 1687.0 0274 3,562.14 071511 N 1688.0 0275 2,781.36 071811 N 1689.0 0276 1,146.90 071811 N 1690.0 0277 3,394.91 071911 N 1691.0 0278 314.15 071911 N 1692.0 0279 1,255.90 072011 N 1693.0 0280 1,401.31 072011 N 1694.0 0281 1,003.33 072211 N 1695.0 0282 418.87 072211 N 1696.0 0283 1,498.65 072511 N 1697.0 0284 495.34 072511 N 1698.0 013 0002 26,667.80 E.W. @ L.S.(+) 100511 N NONE 0 015 0001 1,001.00 E.W. @ F.A.(+) 051311 N 1439.0 0003 1,116.50 062211 N 1632.0 017 0116 569.25 E.W. @ F.A.(+) 120210 N 1725.0 0117 126.50 120310 N 1726.0 0118 569.25 121310 N 1727.0 0119 569.25 121410 N 1728.0 0125 569.25 020211 N 1734.0 0126 474.38 020311 N 1735.0 0127 569.25 020811 N 1736.0 0128 379.50 020911 N 1737.0 0129 569.25 021411 N 1738.0 0130 1,138.50 010311 N 1739.0 0131 569.25 012511 N 1740.0 0132 569.25 012611 N 1741.0 0133 569.25 012811 N 1742.0 0134 2,277.00 013111 N 1743.0 0136 1,707.75 070511 N 1745.0 0137 1,138.50 070611 N 1746.0 0138 948.75 070711 N 1747.0 0139 2,378.49 021611 N 0951.1 0146 903.10 070611 N 1773.0 0147 2,275.08 070711 N 1774.0 026 0070 3,778.96 E.W. @ F.A.(+) 052811 N 1345.0 0071 5,020.31 052911 N 1346.0 0073 2,095.68 073111 N 1781.0 0074 1,004.29 080111 N 1782.0 0075 1,110.96 080211 N 1783.0 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 10/26/11 EST. NO.17 TIME 12:44 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0076 1,178.18 080311 N 1784.0 0077 2,170.06 080411 N 1785.0 0078 712.59 080511 N 1786.0 028 0485 719.40 E.W. @ F.A.(+) 050511 N 1425.0 0491 691.90 032111 N 1433.0 0493 8,310.10 042111 N 1435.0 0494 586.03 042811 N 1436.0 0496 7,087.47 050111 N 1438.0 0536 7,528.97 060311 N 1505.0 0537 577.50 060811 N 1506.0 0538 7,405.65 062111 N 1507.0 0540 691.90 060811 N 1509.0 0558 5,274.50 053111 N 1527.0 0577 6,050.70 051811 N 1464.0 0595 2,759.90 070711 N 1536.0 0599 53,955.00 061411 N 1542.0 0637 5,286.60 082211 N 1752.0 0639 1,160.17 082411 N 1754.0 0640 1,160.17 082511 N 1755.0 0641 1,740.26 082611 N 1756.0 0642 1,160.17 081511 N 1757.0 0644 1,160.17 081811 N 1759.0 0646 1,160.17 082911 N 1767.0 0647 1,160.17 083011 N 1768.0 0648 1,160.17 083111 N 1769.0 0649 1,160.17 090111 N 1770.0 0650 1,078.00 072911 N 1777.0 0651 1,232.00 081711 N 1778.0 0652 5,896.09 080911 N 1779.0 0653 11,965.54 072711 N 1780.0 035 0001 647,271.28 A.C. @ L.S.(+) 101911 N NONE 0 038 0001 3,685.00 E.W. @ F.A.(+) 033111 N 1322.0 0002 2,310.00 042911 N 1323.0 0003 3,685.00 042911 N 1324.0 0004 3,740.00 060811 N 1497.0 0005 2,310.00 053111 N 1498.0 0006 2,530.00 063011 N 1627.0 0008 3,685.00 093010 N 1317.0 0009 2,145.00 101510 N 1318.0 0010 4,125.00 123110 N 1319.0 0011 4,125.00 013111 N 1320.0 0012 3,685.00 022811 N 1321.0 0013 2,310.00 073111 N 1771.0 0014 3,740.00 073111 N 1772.0 055 0005 380.34 E.W. @ F.A.(+) 041411 N 80 0 0006 710.68 041511 N 81 0 0008 8,018.98 041711 N 83 0 0009 572.67 041911 N 84 0 0010 545.50 042011 N 85 0 0011 710.68 042111 N 86 0 0012 380.34 042211 N 87 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 10/26/11 EST. NO.17 TIME 12:44 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0013 380.34 042511 N 88 0 0014 176.55 042811 N 89 0 0015 355.77 052411 N 90 0 0016 380.37 052511 N 91 0 0017 279.74 052611 N 92 0 0018 350.92 053111 N 93 0 0019 762.01 060111 N 94 0 0020 343.85 060211 N 95 0 0021 84.60 060311 N 96 0 0022 386.75 060611 N 97 0 0023 98.19 060711 N 98 0 0029 1,148.04 060211 N 1249.0 0030 272.62 052611 N 1250.0 0030-1 -272.62 052611 N 1250.0 DAO CORRECTING ENTRY 0030-2 272.62 052611 N 1250.0 DAO CORRECTING ENTRY 0031 272.62 052711 N 1251.0 0032 1,096.28 060111 N 1252.0 0043 1,233.34 052811 N 1264.0 0044 954.20 052111 N 1266.0 0044-1 -954.20 052111 N 1266.0 DAO CORRECTING ENTRY 0044-2 954.20 052111 N 1266.0 DAO CORRECTING ENTRY 0045 1,294.11 052911 N 1267.0 0045-1 -1,294.11 052911 N 1267.0 DAO CORRECTING ENTRY 0049 5,986.35 060411 N 1272.0 0058 654.16 061811 N 1286.0 0063 305.67 071411 N 1553.0 0076 908.90 072811 N 1601.0 0082 205.71 080111 N 1608.0 0083 817.87 080611 N 1609.0 0083-1 -817.87 080611 N 1609.0 DAO CORRECTING ENTRY 0083-2 817.87 080611 N 1609.0 DAO CORRECTING ENTRY 0102 954.20 070211 N 1407.0 0102-1 -954.20 070211 N 1407.0 DAO CORRECTING ENTRY 0102-2 954.20 070211 N 1407.0 DAO CORRECTING ENTRY 0103 1,413.59 062911 N 1408.0 0108 1,413.07 070711 N 1445.0 0109 1,682.90 052811 N 1265.0 0109-1 -1,682.90 052811 N 1265.0 DAO CORRECTING ENTRY 0109-2 1,682.90 052811 N 1265.0 DAO CORRECTING ENTRY 0110 1,485.44 060411 N 1269.0 0110-1 -1,485.44 060411 N 1269.0 DAO CORRECTING ENTRY 057 0002 18,152.20 E.W. @ F.A.(+) 043011 N 1482.0 0003 4,087.05 033111 N 1483.0 0004 451.00 053111 N 1552.0 0005 17,551.88 051211 N 1207.0 1,021,770.62 TOTAL THIS ESTIMATE 11,614,117.85 TOTAL PREVIOUS ESTIMATE 12,635,888.47 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 10/26/11 EST. NO.17 TIME 12:44 PM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 LOCATION PROGRESS ESTIMATE 04-SF-101-8.8/9.2 ----------------- R & L BROSAMER, INC IN THE CITY AND COUNTY OF SAN 1777 OAKLAND BLVD, SUITE 300 FRANCISCO FROM 1.3 MILE TO 0.3 MILE WALNUT CREEK CA 94596 SOUTH OF THE ROUTE 1/101 SEPARATION FED. AID NO. SARR-Q101(153)E ,A-Q101(153)E CONSTRUCT TUNNNEL ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 9.000 2,250.00 003 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,420,000.00 22.000 88,000.00 476.000 1,904,000.00 004 TEMPORARY FENCE (TYPE CL-6) LF 9.0000 183,600.00 958.000 8,622.00 005 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 15.0000 252,000.00 118.000 1,770.00 6,460.000 96,900.00 006 TEMPORARY REINFORCED SILT FENCE LF 8.0000 6,000.00 80.000 640.00 007 TEMPORARY FENCE (TYPE ESA) LF 2.0000 7,320.00 216.000 432.00 008 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.050 1,750.00 1.000 35,000.00 009 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 010 TEMPORARY TIRE WASH SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 011 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 150,000.0000 150,000.00 1.000 150,000.00 EXCAVATION DEWATERING 012 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 49,600.00 1,420.000 5,680.00 013 TEMPORARY FIBER ROLL LF 6.0000 7,800.00 16,745.000 100,470.00 014 TEMPORARY SILT FENCE LF 4.0000 2,000.00 7,665.000 30,660.00 015 TEMPORARY GRAVEL BAG BERM LF 4.0000 28,800.00 17,356.000 69,424.00 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 3.000 8,400.00 017 TEMPORARY COVER SQYD 3.0000 14,250.00 48,323.000 144,969.00 018 TEMPORARY CHECK DAM LF 10.0000 2,500.00 248.000 2,480.00 019 MOVE-IN/MOVE-OUT EA 700.0000 6,300.00 11.000 7,700.00 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 290.0000 7,830.00 74.000 21,460.00 021 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 23,800.00 13,388.000 13,388.00 132,668.000 132,668.00 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 100,000.0000 100,000.00 0.060 6,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 2 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 37,700.0000 37,700.00 0.050 1,885.00 0.950 35,815.00 024 CONFINEMENT SYSTEM SQYD 20.0000 9,200.00 0.000 0.00 025 SURVEY OF EXISTING NON-HIGHWAY LS 100,000.0000 100,000.00 0.050 5,000.00 0.770 77,000.00 FACILITIES 026 VIBRATION MONITORING LS 150,000.0000 150,000.00 1.000 150,000.00 027 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.250 6,250.00 028 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.250 6,250.00 029 TRAFFIC MANAGEMENT PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 030 TEMPORARY ACCESS PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 031 TYPE III BARRICADE EA 150.0000 33,000.00 120.000 18,000.00 032 TEMPORARY CHAIN LINK GATE EA 1,500.0000 13,500.00 14.000 21,000.00 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.000 0.00 034 TEMPORARY RAILING (TYPE K) LF 15.0000 39,750.00 5,420.000 81,300.00 035 TEMPORARY TRAFFIC SCREEN LF 10.0000 23,200.00 2,160.000 21,600.00 036 SOUND CONTROL AND MONITORING LS 50,000.0000 50,000.00 1.000 50,000.00 037 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 1,100.00 0.000 0.00 (HAZARDOUS WASTE) 038 ABANDON CULVERT LF 15.0000 8,250.00 76.000 1,140.00 039 ABANDON INLET EA 1,100.0000 11,000.00 5.000 5,500.00 040 ABANDON MANHOLE EA 1,500.0000 4,500.00 1.000 1,500.00 041 REMOVE FENCE LF 5.0000 28,850.00 372.000 1,860.00 042 REMOVE BARRIER LF 15.0000 57,000.00 0.000 0.00 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 2,670.00 0.000 0.00 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,995.00 0.000 0.00 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,920.00 0.000 0.00 046 REMOVE PAVEMENT MARKER EA 1.0000 1,500.00 0.000 0.00 047 REMOVE ROADSIDE SIGN EA 100.0000 5,300.00 0.000 0.00 048 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 0.000 0.00 049 REMOVE CULVERT LF 23.0000 19,320.00 64.000 1,472.00 PROGRAM CAS145 PAGE 3 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 960.0000 2,880.00 0.000 0.00 051 REMOVE MANHOLE EA 1,600.0000 1,600.00 0.000 0.00 052 REMOVE RETAINING WALL (PORTION) LF 75.0000 61,500.00 0.000 0.00 053 ADJUST INLET LF 1,700.0000 8,160.00 0.000 0.00 054 ADJUST MANHOLE TO GRADE EA 3,100.0000 18,600.00 1.000 3,100.00 055 MODIFY INLET TO MANHOLE EA 1,800.0000 3,600.00 2.000 3,600.00 056 MODIFY MANHOLE TO INLET EA 1,800.0000 1,800.00 0.000 0.00 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 4,260.00 0.000 0.00 058 CAP INLET EA 1,200.0000 19,200.00 7.000 8,400.00 059 CAP MANHOLE EA 1,300.0000 2,600.00 0.000 0.00 060 REMOVE CRASH CUSHION EA 1,500.0000 3,000.00 0.000 0.00 061 BRIDGE REMOVAL (STAGE 1) LS 250,000.0000 250,000.00 0.000 0.00 062 BRIDGE REMOVAL (STAGE 2) LS 500,000.0000 500,000.00 0.000 0.00 063 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 064 ROADWAY EXCAVATION CY 10.0000 445,000.00 37,773.000 377,730.00 065 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 066 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURING ASBESTOS) 067 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURRING ASBESTOS) 068 STRUCTURE EXCAVATION (TUNNEL) CY 36.5000 2,372,500.00 65,000.000 2,372,500.00 069 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 29,300.00 1,465.000 29,300.00 (F) 070 STRUCTURE EXCAVATION (SERPENTINE) CY 100.0000 630,000.00 6,300.000 630,000.00 071 STRUCTURE EXCAVATION (ROCK) CY 40.0000 863,600.00 21,590.000 863,600.00 072 STRUCTURE EXCAVATION (RETAINING WALL) CY 65.0000 305,370.00 4,648.000 302,120.00 (F) 073 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 25.0000 101,250.00 4,050.000 101,250.00 074 STRUCTURE EXCAVATION (TIEBACK WALL) CY 25.0000 54,500.00 2,180.000 54,500.00 (F) 075 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 26,550.00 590.000 26,550.00 (F) 076 STRUCTURE BACKFILL (TUNNEL) CY 45.0000 9,675.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (SLURRY CEMENT) CY 74.0000 72,890.00 628.000 46,472.00 678.000 50,172.00 (F) 078 STRUCTURE BACKFILL CY 70.0000 399,000.00 0.000 0.00 (F) (LIGHTWEIGHT AGGREGATE) 079 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 167,040.00 879.000 52,740.00 879.000 52,740.00 (F) 080 STRUCTURE BACKFILL (TIEBACK WALL) CY 40.0000 23,200.00 556.000 22,240.00 580.000 23,200.00 (F) 081 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 7,500.00 0.000 0.00 (F) 082 SAND BACKFILL CY 450.0000 15,300.00 0.000 0.00 083 CONCRETE BACKFILL CY 125.0000 321,250.00 0.300 37.50 2,570.000 321,250.00 (F) 084 LEAN CONCRETE BACKFILL CY 125.0000 266,250.00 2,130.600 266,325.00 (F) 085 DITCH EXCAVATION CY 75.0000 30,000.00 0.000 0.00 086 TUNNEL EXCAVATION MONITORING LS 75,000.0000 75,000.00 1.000 75,000.00 087 IMPORTED BORROW CY 8.0000 251,200.00 0.000 0.00 088 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 60.0000 654,000.00 0.000 0.00 089 LIGHTWEIGHT FILL CY 77.0000 1,016,400.00 0.000 0.00 (EXPANDED POLYSTYRENE BLOCKS) 090 GEOMEMBRANE (GASOLINE RESISTANT) SQYD 20.0000 220,000.00 0.000 0.00 091 IMPORTED TOPSOIL CY 60.0000 37,800.00 0.000 0.00 092 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 63,000.00 0.000 0.00 093 FIBER ROLLS LF 5.0000 85,000.00 0.000 0.00 094 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 0.000 0.00 095 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 40,500.00 0.000 0.00 096 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 135,000.00 0.000 0.00 (NETTING) 097 WATER METER EA 10,000.0000 10,000.00 0.000 0.00 098 8" CORRUGATED HIGH DENSITY LF 65.0000 15,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 099 CLASS 3 AGGREGATE SUBBASE CY 95.0000 1,900.00 0.000 0.00 100 CLASS 4 AGGREGATE SUBBASE CY 45.0000 118,350.00 1,020.000 45,900.00 1,020.000 45,900.00 101 CLASS 2 AGGREGATE BASE CY 65.0000 694,200.00 10,680.000 694,200.00 (F) 102 CLASS 3 AGGREGATE BASE CY 50.0000 710,000.00 165.000 8,250.00 8,346.000 417,300.00 103 LEAN CONCRETE BASE CY 150.0000 586,500.00 1,866.000 279,900.00 (F) PROGRAM CAS145 PAGE 5 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALT TREATED PERMEABLE BASE CY 130.0000 71,500.00 0.000 0.00 105 HOT MIX ASPHALT TON 90.0000 1,746,000.00 5,780.540 520,248.60 106 PAVING ASPHALT (BINDER-PAVEMENT TON 1,000.0000 3,000.00 0.000 0.00 REINFORCING FABRIC) 107 PAVEMENT REINFORCING FABRIC SQYD 2.0000 4,400.00 0.000 0.00 108 DATA CORE LS 25,000.0000 25,000.00 0.250 6,250.00 109 TACK COAT TON 650.0000 27,300.00 0.000 0.00 110 CONTINUOUSLY REINFORCED CONCRETE CY 310.0000 564,200.00 0.000 0.00 PAVEMENT 111 CONTINUOUSLY REINFORCED CONCRETE LF 180.0000 95,400.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE C) 112 CONTINUOUSLY REINFORCED CONCRETE LF 30.0000 1,800.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 113 CONTINUOUSLY REINFORCED CONCRETE LF 110.0000 26,400.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 114 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 7,200.00 0.000 0.00 PAVEMENT (EXPANSION JOINT) 115 CONCRETE PAVEMENT CY 170.0000 158,100.00 0.000 0.00 116 GRIND EXISTING CONCRETE SQYD 15.0000 3,600.00 0.000 0.00 PAVEMENT 117 18" DRILLED HOLE LF 60.0000 90,600.00 1,503.900 90,234.00 118 24" DRILLED HOLE LF 97.0000 29,585.00 307.700 29,846.90 119 30" DRILLED HOLE LF 152.0000 3,845,600.00 25,300.800 3,845,721.60 120 STEEL SOLDIER PILE (2 - MC 18 X 42.7) LF 59.0000 62,540.00 1,060.000 62,540.00 121 STEEL SOLDIER PILE (W 8 X 48) LF 27.0000 42,606.00 0.000 0.00 122 STEEL SOLDIER PILE (W 14 X 99) LF 57.0000 49,932.00 680.000 38,760.00 123 STEEL SOLDIER PILE (W 18 X 65) LF 45.0000 614,250.00 6,519.500 293,377.50 124 STEEL SOLDIER PILE (W 18 X 86) LF 44.0000 10,208.00 2,273.000 100,012.00 125 STEEL SOLDIER PILE (W 18 X 119) LF 61.0000 89,365.00 329.600 20,105.60 126 STEEL SOLDIER PILE (W 21 X 201) LF 120.0000 1,308,000.00 10,900.000 1,308,000.00 127 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 249,860.00 2,033.000 264,290.00 128 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 1,157,000.00 8,900.000 1,157,000.00 129 TIEBACK ANCHOR EA 1,500.0000 510,000.00 340.000 510,000.00 130 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 28,750.00 157.000 39,250.00 (F) PROGRAM CAS145 PAGE 6 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 247,000.00 368.000 239,200.00 (F) 132 STRUCTURAL CONCRETE (TUNNEL INVERT SLAB) CY 275.0000 3,484,250.00 12,670.000 3,484,250.00 (F) 133 STRUCTURAL CONCRETE (TUNNEL WALL) CY 230.0000 885,500.00 3,850.000 885,500.00 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL CY 230.0000 886,650.00 519.000 119,370.00 2,292.000 527,160.00 (F) 135 STRUCTURAL CONCRETE (TUNNEL ROOF SLAB) CY 250.0000 1,965,000.00 3,371.000 842,750.00 6,823.200 1,705,800.00 (F) 136 STRUCTURAL CONCRETE (SLAB ON PILE) CY 220.0000 10,120.00 0.000 0.00 (F) 137 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 190,800.00 21.800 26,160.00 80.200 96,240.00 138 ANTI-GRAFFITI COATING SQFT 1.0000 124,000.00 0.000 0.00 (F) 139 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 5.0000 125,000.00 2,765.000 13,825.00 20,082.000 100,410.00 (F) 140 ARCHITECTURAL TEXTURE SQFT 10.0000 22,000.00 2,200.000 22,000.00 (F) (LIGHT BOARD FINISH) 141 DRILL AND BOND DOWEL LF 15.0000 12,000.00 1,344.000 20,160.00 142 JOINT SEAL (MR 1/2") LF 25.0000 1,500.00 0.000 0.00 143 JOINT SEAL (MR 1 1/2") LF 50.0000 6,850.00 0.000 0.00 144 JOINT SEAL (TYPE AL) LF 40.0000 156,000.00 0.000 0.00 145 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 115,500.00 165,000.000 115,500.00 (F) 146 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 661,440.00 11,766.000 9,412.80 747,274.000 597,819.20 (F) 147 BAR REINFORCING STEEL (SLAB ON PILE) LB 1.0000 9,700.00 0.000 0.00 (F) 148 BAR REINFORCING STEEL (TUNNEL) LB 0.4000 2,532,000.00 1,017,765.000 407,106.00 6,039,182.000 2,415,672.80 (F) 149 SHOTCRETE CY 320.0000 672,000.00 2,520.000 806,400.00 (F) 150 ASPHALT MEMBRANE WATERPROOFING SQFT 8.0000 62,400.00 14,040.000 112,320.00 (F) 151 WATERPROOFING SYSTEM SQFT 8.0000 600,000.00 75,000.000 600,000.00 (F) (TUNNEL INVERT SLAB) 152 WATERPROOFING SYSTEM SQFT 8.0000 504,000.00 63,000.000 504,000.00 (F) (TUNNEL WALL) 153 WATERPROOFING SYSTEM (TUNNEL ROOF SLAB) SQFT 9.0000 585,000.00 0.000 0.00 (F) 154 STRUCTURAL STEEL (RETAINING WALL) LB 1.0000 2,230,000.00 402,600.000 402,600.00 (F) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 0.000 0.00 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 0.000 0.00 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,125.00 0.000 0.00 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 750.00 0.000 0.00 (0.080"-FRAMED) 159 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 33,000.00 25.000 25,000.00 (SIGN FOUNDATION) 160 ROADSIDE SIGN - ONE POST EA 150.0000 2,250.00 0.000 0.00 161 ROADSIDE SIGN - TWO POST EA 200.0000 1,000.00 0.000 0.00 162 TIMBER LAGGING MFBM 2,000.0000 400,000.00 0.000 0.00 163 12" ALTERNATIVE PIPE CULVERT LF 60.0000 18,600.00 0.000 0.00 164 18" ALTERNATIVE PIPE CULVERT LF 50.0000 198,000.00 685.000 34,250.00 1,759.000 87,950.00 165 24" ALTERNATIVE PIPE CULVERT LF 70.0000 62,300.00 22.000 1,540.00 166 36" ALTERNATIVE PIPE CULVERT LF 140.0000 13,440.00 48.000 6,720.00 167 8" PLASTIC PIPE LF 30.0000 5,700.00 0.000 0.00 168 3" SLOTTED PLASTIC PIPE LF 60.0000 42,000.00 60.000 3,600.00 169 4" SLOTTED HDPE PIPE UNDERDRAIN LF 30.0000 105,600.00 3,520.000 105,600.00 (F) 170 4" UNSLOTTED HDPE PIPE UNDERDRAIN LF 30.0000 39,300.00 1,310.000 39,300.00 (F) 171 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 51,300.00 0.000 0.00 172 3" PERFORATED PLASTIC PIPE (EDGE DRAIN) LF 20.0000 13,000.00 0.000 0.00 173 3" PLASTIC PIPE (EDGE DRAIN) LF 100.0000 1,000.00 0.000 0.00 174 GEOCOMPOSITE DRAIN SQFT 1.0000 132,800.00 80,614.000 80,614.00 (F) 175 FILTER FABRIC SQYD 1.0000 83,700.00 0.000 0.00 176 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 32.0000 6,400.00 0.000 0.00 177 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 3,200.00 0.000 0.00 (.079" THICK) 178 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 16,890.00 0.000 0.00 179 MINOR CONCRETE (CURB) CY 800.0000 41,600.00 27.500 22,000.00 27.500 22,000.00 180 MINOR CONCRETE (MISCELLANEOUS CY 800.0000 62,400.00 80.500 64,400.00 80.500 64,400.00 CONSTRUCTION) 181 MINOR CONCRETE (GUTTER) LF 30.0000 28,380.00 0.000 0.00 (F) 182 MINOR CONCRETE (SIDEWALK) CY 600.0000 10,200.00 52.500 31,500.00 52.500 31,500.00 183 MINOR CONCRETE (CURB, SIDEWALK AND CY 600.0000 216,000.00 0.000 0.00 CURB RAMP) 184 MISCELLANEOUS IRON AND STEEL LB 2.5000 62,330.00 6,411.500 16,028.75 (F) PROGRAM CAS145 PAGE 8 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 2,380.00 0.000 0.00 (F) 186 MISCELLANEOUS METAL (TUNNEL) LB 4.0000 482,800.00 34,472.000 137,888.00 (F) 187 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 25.0000 25,000.00 0.000 0.00 (F) 188 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 1,750.00 0.000 0.00 189 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 25.0000 7,250.00 0.000 0.00 (F) 190 ARCHITECTURAL FENCE LF 75.0000 89,550.00 0.000 0.00 (F) 191 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0.00 192 CONCRETE BARRIER (TYPE K) LF 9.0000 81,900.00 0.000 0.00 193 QUICKCHANGE MOVEABLE BARRIER LS 300,000.0000 300,000.00 0.020 6,000.00 194 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 0.000 0.00 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 196 CALIFORNIA ST-10 BRIDGE RAIL LF 175.0000 481,600.00 137.600 24,080.00 137.600 24,080.00 (F) (WALL MOUNTED) (MODIFIED) 197 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 350.0000 129,850.00 0.000 0.00 (F) (TYPE B) 198 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 250.0000 246,250.00 0.000 0.00 (F) 199 SAFETY RAILING (TYPE A) LF 50.0000 9,500.00 0.000 0.00 (F) 200 SAFETY RAILING (TYPE B) LF 50.0000 8,500.00 0.000 0.00 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,494.00 0.000 0.00 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 550.00 0.000 0.00 203 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,710.00 0.000 0.00 204 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 31,750.00 734.000 367.00 205 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 4,200.00 0.000 0.00 206 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,000.00 0.000 0.00 207 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 208 SIGNAL AND LIGHTING (TEMPORARY) LS 150,000.0000 150,000.00 0.800 120,000.00 209 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.300 60,000.00 210 LIGHTING (PARKING LOT) LS 50,000.0000 50,000.00 1.000 50,000.00 211 LIGHTING (DETOUR) LS 50,000.0000 50,000.00 0.800 40,000.00 PROGRAM CAS145 PAGE 9 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.200 20,000.00 213 HIGH VOLTAGE CONDUIT LS 75,000.0000 75,000.00 0.250 18,750.00 0.250 18,750.00 214 MAINTENANCE CAMERA SYSTEM LS 15,000.0000 15,000.00 0.300 4,500.00 215 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 1,100,000.00 0.200 220,000.00 0.400 440,000.00 216 INTEGRATED CAMERA UNIT EA 15,000.0000 30,000.00 0.000 0.00 217 CAMERA CONTROL UNIT EA 10,000.0000 20,000.00 0.000 0.00 218 POWER STRIP EA 25,000.0000 50,000.00 0.000 0.00 219 GENERAL PACKET RADIO SYSTEM (GPRS) EA 25,000.0000 50,000.00 0.000 0.00 WIRELESS MODEM 220 BATTERY SUBSTATION AND TUNNEL WORK LS 500,000.0000 1,500,000.00 0.020 30,000.00 0.800 1,200,000.00 221 RADIO REBROADCAST SYSTEM LS 30,000.0000 30,000.00 0.200 6,000.00 222 TUNNEL TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.300 75,000.00 223 TUNNEL LIGHTING LS 250,000.0000 250,000.00 0.550 137,500.00 224 GROUNDING, CONDUITS EMBBED IN LS 0.0000 1,000,000.00 0.050 50,000.00 0.950 950,000.00 STRUCTURES 225 TUNNEL FIRE PROTECTION SYSTEM LS 200,000.0000 200,000.00 0.070 14,000.00 0.570 114,000.00 226 ROADWAY DRAINAGE SYSTEM LS 300,000.0000 300,000.00 0.420 126,000.00 0.840 252,000.00 227 BUILDING WORK LS 200,000.0000 200,000.00 0.030 6,000.00 0.910 182,000.00 PROGRAM CAS145 PAGE 10 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 12:44 PM ESTIMATE NO. 17 BID OPENING 02/26/10 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: YAN, ANDREW DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,353,036.30 35,765,834.95 ADJUSTMENT OF COMPENSATION 647,271.28 3,317,992.21 EXTRA WORK 374,499.34 9,317,896.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,374,806.92 48,401,723.42 228 MOBILIZATION LS 600,000.0000 5,600,000.00 1.000 5,600,000.00 ORIGINAL CONTRACT AMOUNT 57,712,535.00 TOTAL WORK COMPLETED 3,374,806.92 54,001,723.42 MATERIALS ON HAND ON SITE 16,086,985.38 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,374,806.92 70,088,708.80 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 04/08/10 725 04/19/10 04/19/10 06/27/12 476 0 4 27 79% 62% PROGRESS IS SATISFACTORY YAN, ANDREW RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/11