PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/23/10 EST. NO.40 TIME 07:38 AM R.E. NAME: MUENCH JOHN 04-1123U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0055 181.94 E.W. @ F.A.(+) 010110 N 1400.0 005 0130 115.34 E.W. @ F.A.(+) 122809 N 1360.0 0131 150.11 122909 N 1361.0 0132 183.07 011810 N 1363.0 0133 60.05 011310 N 1364.0 0134 57.96 011210 N 1365.0 0135 101.84 010510 N 1366.0 0136 120.09 011910 N 1371.0 0137 175.96 012010 N 1372.0 0138 289.37 012510 N 1376.0 0139 216.11 012110 N 1377.0 0140 112.19 012610 N 1386.0 0141 83.80 020410 N 1390.0 013 0025 451.34 E.W. @ F.A.(+) 120109 N 1317.0 0026 276.53 012310 N 1389.0 014 0053 2,616.76 E.W. @ F.A.(+) 020410 N 1398.0 019 0003 1,711.68 E.W. @ L.S.(+) 111809 N 1403.1 035 0086 1,640.00 E.W. @ U.P (+) 012010 N 1370.0 0087 3,280.00 012610 N 1378.0 0088 1,640.00 020510 N 1385.0 0089 4,100.00 020810 N 1401.0 038 0057 663.05 E.W. @ F.A.(+) 122209 N 1387.0 0058 1,099.97 011410 N 1388.0 041 0018 1,212.00 E.W. @ U.P (+) 122209 N 1358.0 0019 1,414.00 121209 N 1359.0 0020 404.00 111709 N 1352.0 0021 606.00 112409 N 1353.0 0022 909.00 120409 N 1354.0 0023 505.00 120909 N 1355.0 0024 606.00 121009 N 1356.0 0025 505.00 121509 N 1357.0 0026 1,111.00 122809 N 1392.0 0027 1,515.00 011210 N 1393.0 0028 2,222.00 011710 N 1394.0 0029 4,141.00 011810 N 1395.0 0030 6,969.00 011910 N 1396.0 0031 4,040.00 012010 N 1397.0 049 0052 765.00 E.W. @ U.P (+) 012610 N 1375.0 060 0001 1,200.05 E.W. @ F.A.(+) 111609 N 1288.0 0002 900.15 111709 N 1289.0 0003 881.96 111809 N 1290.0 0004 892.25 111909 N 1291.0 0005 776.70 112409 N 1362.0 065 0319 395.27 E.W. @ F.A.(+) 061509 N 1258.0 0320 406.73 051809 N 1259.0 0330 485.14 091809 N 1166.1 0331 187.85 101409 N 1271.0 0357 1,159.40 123109 N 1351.0 0358 9,364.43 122209 N 1314.1 0359 1,159.40 013110 N 1391.0 0360 2,142.26 122909 N 1402.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/23/10 EST. NO.40 TIME 07:38 AM R.E. NAME: MUENCH JOHN 04-1123U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 096 0003 554.52 E.W. @ F.A.(+) 012610 N 1374.0 098 0001 2,067.38 E.W. @ F.A.(+) 122109 N 1330.0 0002 1,822.70 121709 N 1332.0 0003 8,225.51 121809 N 1373.0 78,872.86 TOTAL THIS ESTIMATE 15,380,243.47 TOTAL PREVIOUS ESTIMATE 15,459,116.33 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/23/10 EST. NO.40 TIME 07:38 AM R.E. NAME: MUENCH JOHN 04-1123U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OCIP DECUT EST 05 -96,977.82 08 OCIP DEDUCT EST 06 -115,405.23 08 OCIP DEDUCT EST 07 -466,315.12 08 OCIP DEDUCT EST 01 -1,547.04 08 OCIP DEDUCT EST 02 -265.45 08 OCIP DEDUCT EST 03 -25,922.43 08 OCIP DEDUCT EST 04 -81,828.54 08 OCIP DEDUCT EST 08 -175,160.72 09 SCHED UPDATE 8/07 -500,000.00 09 OCIP DEDUCT EST09 -361,572.36 11 OCIP DEDUCT EST 10 -28,178.64 11 SCHED UPDATE 8/07 500,000.00 12 OCIP DEDUCT EST 011 -75,719.59 13 OCIP DEDUCT EST 011S -554.39 13 OCIP DEDUCT EST 013 -82,693.22 14 OCIP DEDUCT EST #014 -88,087.08 15 OCIP DEDUCT EST 014 -84,657.05 16 OCIP DEDUCT EST 016 -101,723.28 17 OCIP DEDUCT EST 018 -107,063.63 18 OCIP DEDUCT EST 019 -86,910.58 19 OCIP DEDUCT EST 020 -104,436.11 20 OCIP DEDUCT EST 021 -245,890.27 21 OCIP DEDUCT EST 021R -107,238.18 22 OCIP DEDUCT EST 022 -109,832.76 23 OCIP DEDUCT EST 023 -111,751.97 24 OCIP DEDUCT EST 024 -109,794.90 25 OCIP DEDUCT EST 025 -108,785.39 26 OCIP DEDUCT EST 026 -97,351.08 27 OCIP DEDUCT EST 027 -86,758.67 28 OCIP DECUCT EST 028 -83,985.95 29 OCIP DEDUCT EST 029 -72,545.95 30 OCIP DEDUCT EST 30 -79,507.80 31 OCIP DEDT EST 31 -177,812.35 32 OCIP DEDUCT EST 032 -100,226.66 33 OCIPEDUCT EST 033 -132,562.76 34 OCIP DEDUCT EST 034 -109,666.55 35 OCIP DEDUCT EST 035 -89,118.62 36 OCIP DEDUCT EST 035 -233,465.55 37 OCIP DEDUCT EST 037 -113,849.51 38 OCIP DEDUCT EST 038 -90,062.86 39 OCIP DEDUCT EST 039 -135,901.66 40 -135,901.66 -4,481,127.72 LABOR COMPLIANCE VIOLATION LABOR COMP DEDUT #14 -10,000.00 15 STL 619 LCV ISSUES -10,000.00 18 STL 650 LCV ISSUES -10,000.00 19 STL 619 LCV ISSUES 10,000.00 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 02/23/10 EST. NO.40 TIME 07:38 AM R.E. NAME: MUENCH JOHN 04-1123U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL 680 LCV ISSUES -10,000.00 21 MISSING FHWA EEO RPT -10,000.00 22 STL 732 LCV ISSUES -10,000.00 22 MISSING FHWA EEO RPT 10,000.00 23 STL 766 LCV ISSUES -10,000.00 23 STL 680 LCV ISSUES 10,000.00 24 STL 804 LCV ISSUES -10,000.00 24 STL 828 LCV ISSUES -10,000.00 25 STL 732 LCV ISSUES 10,000.00 26 STL 766 LCV ISSUES 10,000.00 26 STL 804 LCV ISSUES 10,000.00 26 STL 853 LCV ISSUES -10,000.00 26 STL 873 LCV ISSUES -10,000.00 27 STL 919 LCV ISSUES -10,000.00 29 STL 944 LCV ISSUES -10,000.00 30 STI 994 LCV ISSUES -10,000.00 31 STL 1035 LCV ISSUES -10,000.00 32 STL 919 LCV ISSUES 10,000.00 32 STL 1058 LCV ISSUES -10,000.00 33 STL 828&873 ISSUE R 20,000.00 33 STL 1100 LCV ISSUES -10,000.00 34 STL 534&650 ISSUES R 20,000.00 34 STL 1130 LCV ISSUES -10,000.00 35 STL 853 LCV ISSUES R 10,000.00 35 STL 1130 LCV ISSUES 10,000.00 36 STL 1689 LCV ISSUES -10,000.00 36 STL 1205 LCV ISSUES -10,000.00 37 STL 1689 LCV ISSUES 10,000.00 37 STL 1035 LCV ISSUES 10,000.00 38 STL 1225 LCV ISSUES -10,000.00 38 STL 1100 LCV ISSUES 10,000.00 39 0.00 -50,000.00 TOTAL DEDUCTIONS -135,901.66 -4,531,127.72 PROGRAM CAS145 PAGE 1 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 LOCATION PROGRESS ESTIMATE 04-SM-1-38.0/38.6 ----------------- 04-SM-1-39.6/40.4 KIEWIT PACIFIC COMPANY IN SAN MATEO COUNTY NEAR PACIFICA 5000 MARSH DRIVE FROM 4.7 KM TO 1.0 KM SOUTH OF CONCORD CA 94520-5322 LINDAMAR BOULEVARD FED. AID NO. ACST-1187(11)E ,P-1187(11)E ,ER-1187(11)E CONSTRUCT TUNNELS, APPROACH ROADS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 75,000.0000 75,000.00 0.015 1,125.00 0.650 48,750.00 02 TIME-RELATED OVERHEAD LS 4473,200.0000 54,473,200.00 0.021 1,143,937.20 0.733 39,928,855.60 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 18,000.00 579.000 8,685.00 04 PREPARE STORM WATER POLLUTION LS 100,000.0000 100,000.00 0.750 75,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 0.884 221,000.00 06 STABILIZED CONSTRUCTION ROADWAY M3 100.0000 155,000.00 1,938.000 193,800.00 07 NON-STORM WATER DISCHARGE CONTROL LS 200,000.0000 200,000.00 0.880 176,000.00 08 TEMPORARY HYDRAULIC MULCH M2 0.5000 10,000.00 27,050.000 13,525.00 (BONDED FIBER MATRIX) 09 TEMPORARY IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.675 270,000.00 10 TEMPORARY SILT FENCE M 60.0000 21,000.00 650.300 39,018.00 11 TEMPORARY PERIMETER BARRIER M 102.0000 22,440.00 519.000 52,938.00 (TYPE WM 1.8) 12 TEMPORARY PERIMETER BARRIER (TYPE FROG) M 98.0000 14,700.00 108.500 10,633.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 74,000.0000 370,000.00 5.000 370,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 50,000.0000 150,000.00 4.430 221,500.00 15 TEMPORARY COVER M2 18.0000 360,000.00 9,998.800 179,978.40 16 TEMPORARY CHECK DAM M 280.0000 5,600.00 105.900 29,652.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 3,630.0000 127,050.00 7.000 25,410.00 18 MOVE-IN/MOVE-OUT EA 1,000.0000 5,000.00 2.000 2,000.00 (TEMPORARY EROSION CONTROL) 19 TEMPORARY ASPHALT CONCRETE (TYPE A) TONN 100.0000 457,000.00 3,104.290 310,429.00 20 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000.00 S) 21 TRAFFIC CONTROL SYSTEM LS 1141,000.0000 1,141,000.00 0.010 11,410.00 0.600 684,600.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,400.0000 81,600.00 4.000 81,600.00 S) PROGRAM CAS145 PAGE 2 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 200.0000 690,000.00 1,396.000 279,200.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 1,000.0000 99,000.00 57.000 57,000.00 S) 25 ABANDON CULVERT M 100.0000 18,000.00 30.000 3,000.00 26 ABANDON INLET EA 2,000.0000 4,000.00 0.000 0.00 27 REMOVE METAL BEAM GUARD RAILING M 15.0000 375.00 15.700 235.50 28 REMOVE CULVERT M 500.0000 11,500.00 4.000 2,000.00 29 REMOVE INLET EA 1,900.0000 7,600.00 1.000 1,900.00 30 REMOVE RISER EA 875.0000 2,625.00 1.000 875.00 31 REMOVE DOWNDRAIN M 170.0000 12,240.00 0.000 0.00 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE SURFACING M2 100.0000 323,000.00 1,935.000 193,500.00 34 CLEARING AND GRUBBING LS 20,500.0000 20,500.00 0.910 18,655.00 35 ROADWAY EXCAVATION M3 19.0000 1,138,860.00 16,806.100 319,315.90 36 ROADWAY EXCAVATION (SELECTED MATERIAL) M3 20.0000 880,000.00 268.050 5,361.00 28,247.750 564,955.00 37 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.250 2,500.00 38 TUNNEL EXCAVATION AND SUPPORT M 14,000.0000 8,792,000.00 62.957 881,398.00 257.332 3,602,648.00 S) (CATEGORY I) 39 TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 15,022,000.00 4.121 76,238.50 1,065.210 19,706,385.00 S) (CATEGORY II) 40 TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 684,500.00 39.000 721,500.00 S) (CATEGORY II, ALONG SOUTH) 41 TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 1,424,500.00 76.300 1,411,550.00 S) (CATEGORY II, ALONG CENTER) 42 TUNNEL EXCAVATION AND SUPPORT M 27,500.0000 15,647,500.00 281.144 7,731,460.00 S) (CATEGORY III) 43 TUNNEL EXCAVATION AND SUPPORT M 40,000.0000 8,880,000.00 80.549 3,221,960.00 S) (CATEGORY IV) 44 TUNNEL EXCAVATION AND SUPPORT M 45,000.0000 2,565,000.00 0.000 0.00 S) (CATEGORY V) 45 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 277,500.00 15.000 277,500.00 S) (CATEGORY II) 46 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 814,000.00 44.000 814,000.00 S) (CATEGORY II, ALONG SOUTH) 47 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 42,000.0000 882,000.00 0.000 0.00 S) (CATEGORY IV) 48 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 46,000.0000 1,472,000.00 0.000 0.00 S) (CATEGORY V) 49 CROSS PASSAGE TUNNEL EXCAVATION AND M 14,000.0000 1,330,000.00 62.200 870,800.00 S) SUPPORT (CATEGORY I) PROGRAM CAS145 PAGE 3 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CROSS PASSAGE TUNNEL EXCAVATION AND M 14,000.0000 532,000.00 15.100 211,400.00 S) SUPPORT (CATEGORY II) 51 CROSS PASSAGE TUNNEL EXCAVATION AND M 18,000.0000 684,000.00 19.500 351,000.00 S) SUPPORT (CATEGORY IV) 52 EMERGENCY VEHICLE CROSS PASSAGE M 10,000.0000 190,000.00 18.100 181,000.00 S) EXCAVATION AND SUPPORT 53 SOUTH EQUIPMENT CHAMBER EXCAVATION AND M 10,000.0000 320,000.00 30.200 302,000.00 S) SUPPORT 54 CENTER EQUIPMENT CHAMBER EXCAVATION AND M 10,000.0000 230,000.00 23.000 230,000.00 S) SUPPORT 55 EQUIPMENT CHAMBER ACCESSES M 10,000.0000 140,000.00 14.000 140,000.00 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 87,000.00 375.000 75,000.00 F) 57 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 41,000.00 820.000 41,000.00 F) 58 STRUCTURE EXCAVATION (SOUTH PORTAL) M3 1,000.0000 2,950,000.00 2,950.000 2,950,000.00 F) 59 STRUCTURE EXCAVATION (NORTH PORTAL) M3 50.0000 670,000.00 13,400.000 670,000.00 F) 60 STRUCTURE EXCAVATION M3 200.0000 9,600.00 0.000 0.00 F) (VENTILATION OUTLET) 61 STRUCTURE BACKFILL (RETAINING WALL) M3 435.0000 174,000.00 340.000 147,900.00 F) 62 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 11,000.00 110.000 11,000.00 F) 63 STRUCTURE BACKFILL (SOUTH PORTAL) M3 30.0000 91,800.00 0.000 0.00 F) 64 STRUCTURE BACKFILL (NORTH PORTAL) M3 30.0000 144,600.00 0.000 0.00 F) 65 STRUCTURE BACKFILL (VENTILATION OUTLET) M3 30.0000 750.00 0.000 0.00 F) 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 SOIL NAIL ASSEMBLY M 142.0000 1,706,840.00 11,425.000 1,622,350.00 S) 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 BORE HOLE FOR CONDUIT/VENT DUCTS M 1,000.0000 43,000.00 43.000 43,000.00 70 IMPORTED BORROW M3 130.0000 83,200.00 617.800 80,314.00 71 GEOSYNTHETIC REINFORCED EMBANKMENT M2 37.0000 562,400.00 0.000 0.00 F) 72 TUNNEL MONITORING SYSTEM LS 255,000.0000 255,000.00 0.016 4,080.00 0.725 184,875.00 S) 73 ROADSIDE CLEARING LS 15,000.0000 15,000.00 1.000 15,000.00 S) 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 EROSION CONTROL (NETTING) M2 7.0000 77,700.00 446.730 3,127.11 12,079.130 84,553.91 S) 76 STRAW (EROSION CONTROL) TONN 500.0000 12,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL) KG 1.0000 4,100.00 846.200 846.20 S) 78 FIBER ROLLS M 15.0000 45,000.00 1,974.800 29,622.00 S) 79 COMPOST (EROSION CONTROL) M3 200.0000 6,000.00 4.430 886.00 S) 80 MYCORRHIZAL INOCULUM KG 20.0000 11,600.00 97.700 1,954.00 S) 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 5.000 5,000.00 S) 82 PURE LIVE SEED (EROSION CONTROL)(TYPE 1) KG 140.0000 67,200.00 92.730 12,982.20 S) 83 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 140.0000 700.00 0.000 0.00 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 740.00 307.300 307.30 S) 85 CLASS 4 AGGREGATE SUBBASE M3 115.0000 87,400.00 0.000 0.00 86 CLASS 2 AGGREGATE BASE M3 86.0000 1,519,620.00 37.740 3,245.64 37.740 3,245.64 87 CLASS 3 AGGREGATE BASE M3 123.0000 451,410.00 475.000 58,425.00 88 LEAN CONCRETE BASE M3 450.0000 931,500.00 0.000 0.00 89 ASPHALT TREATED PERMEABLE BASE M3 300.0000 78,000.00 60.000 18,000.00 90 ASPHALT CONCRETE (TYPE A) TONN 104.0000 754,000.00 0.000 0.00 91 ASPHALT CONCRETE (OPEN GRADED) TONN 150.0000 61,500.00 0.000 0.00 92 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 25.0000 3,750.00 0.000 0.00 93 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 25.0000 8,000.00 0.000 0.00 94 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 4,750.00 0.000 0.00 95 CONCRETE PAVEMENT M3 500.0000 2,028,000.00 0.000 0.00 96 SEAL PAVEMENT JOINT M 20.0000 82,400.00 0.000 0.00 97 ROCK BOLT EA 17,000.0000 204,000.00 21.000 357,000.00 S) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 10,000.0000 2,400,000.00 240.000 2,400,000.00 F) 99 STRUCTURAL CONCRETE, FINAL LINING M3 600.0000 14,202,000.00 1,166.550 699,930.00 1,943.550 1,166,130.00 F) 00 STRUCTURAL CONCRETE, TRANSITION BARRIER M3 1,100.0000 8,800.00 0.000 0.00 F) SLAB 01 STRUCTURAL CONCRETE, FINAL LINING M3 1,000.0000 3,060,000.00 25.300 25,300.00 1,192.750 1,192,750.00 F) ABUTMENT 02 STRUCTURAL CONCRETE, FINAL LINING INVERT M3 450.0000 2,538,000.00 183.360 82,512.00 183.360 82,512.00 F) ARCH 03 STRUCTURAL CONCRETE, FINAL LINING INVERT M3 460.0000 239,200.00 10.040 4,618.40 77.680 35,732.80 F) SLAB PROGRAM CAS145 PAGE 5 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, PORTAL M3 1,410.0000 3,102,000.00 0.000 0.00 F) 05 STRUCTURAL CONCRETE, PORTAL INVERT SLAB M3 470.0000 498,200.00 285.000 133,950.00 388.000 182,360.00 F) 06 CLASS 1 CONCRETE (BOX CULVERT) M3 12,000.0000 3,840,000.00 320.000 3,840,000.00 07 MINOR CONCRETE M3 750.0000 2,827,500.00 0.000 0.00 F) 08 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 75,000.00 15.110 15,110.00 F) 09 MINOR CONCRETE (PIPE COVER) M3 500.0000 25,000.00 0.000 0.00 10 MINOR CONCRETE (ARTIFICAL ROCKWORK) M2 380.0000 258,400.00 0.000 0.00 11 ARCHITECTURAL TREATMENT M2 350.0000 80,500.00 196.000 68,600.00 (TEXTURED CONCRETE) 12 TUNNEL ARCHITECTURAL WORK LS 5000,000.0000 15,000,000.00 0.006 90,000.00 0.009 135,000.00 13 MASONRY BLOCK WALL M2 100.0000 2,500.00 0.000 0.00 SF) 14 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3500 71,891.00 21,460.000 71,891.00 SF) 15 BAR REINFORCING STEEL (EPOXY COATED) KG 3.9000 139,620.00 1,585.090 6,181.85 3,080.090 12,012.35 SF) 16 BAR REINFORCING STEEL (BOX CULVERT) KG 2.1000 98,490.00 46,900.000 98,490.00 SF) 17 BAR REINFORCING STEEL (FINAL LINING) KG 3.0000 6,993,000.00 87,539.970 262,619.91 399,685.970 1,199,057.91 SF) 18 BAR REINFORCING STEEL KG 2.5000 625.00 0.000 0.00 SF)(TRANSITION BARRIER) 19 BAR REINFORCING STEEL (PORTAL) KG 3.0000 2,208,600.00 54,424.450 163,273.35 108,223.100 324,669.30 SF) 20 SHOTCRETE (SOIL NAIL WALL) M3 1,000.0000 290,000.00 290.000 290,000.00 F) 21 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 22 CUT AND COVER WATERPROOFING M2 47.0000 135,830.00 0.000 0.00 SF) 23 TUNNEL WATERPROOFING M2 47.0000 3,097,300.00 2,634.850 123,837.95 16,965.850 797,394.95 S) 24 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 298,220.00 0.000 0.00 F) 25 INSTALL SIGN STRUCTURE (TRUSS) KG 4.0000 91,760.00 0.000 0.00 SF) 26 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 75,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 27 ROADSIDE SIGN - ONE POST EA 250.0000 10,000.00 0.000 0.00 28 ROADSIDE SIGN - TWO POST EA 400.0000 1,600.00 0.000 0.00 29 PREPARE AND STAIN CONCRETE SURFACES M2 34.0000 18,360.00 0.000 0.00 30 PREPARE AND STAIN CONCRETE DITCH M2 26.0000 41,860.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 1,050.00 2.000 300.00 32 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 138,000.00 92.000 18,400.00 33 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 99,000.00 0.000 0.00 34 750 MM ALTERNATIVE PIPE CULVERT M 275.0000 4,400.00 13.000 3,575.00 35 900 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 1,000.00 0.500 500.00 36 1050 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 2,550.00 0.000 0.00 37 300 MM REINFORCED CONCRETE PIPE M 400.0000 64,000.00 0.000 0.00 38 450 MM CORRUGATED STEEL PIPE M 250.0000 1,050.00 0.000 0.00 (2.77 MM THICK) 39 ROAD DRAINAGE SLOTTED DRAIN (OPEN SLOT) M 540.0000 1,258,200.00 0.000 0.00 40 ROAD DRAINAGE SLOTTED DRAIN M 520.0000 142,480.00 0.000 0.00 (CLOSED SLOT) 41 150 MM PERFORATED PLASTIC PIPE M 90.0000 13,500.00 0.000 0.00 UNDERDRAIN 42 150 MM NON-PERFORATED PLASTIC PIPE M 120.0000 1,920.00 0.000 0.00 UNDERDRAIN 43 200 MM PERFORATED PLASTIC M 91.0000 208,390.00 1,238.800 112,730.80 PIPE UNDERDRAIN 44 200 MM NON-PERFORATED PLASTIC PIPE M 91.0000 20,020.00 56.300 5,123.30 UNDERDRAIN 45 150 MM PERFORATED PVC DRAIN PIPE M 210.0000 449,400.00 4.500 945.00 54.000 11,340.00 46 250 MM PERFORATED PVC DRAIN PIPE M 208.0000 1,050,400.00 66.000 13,728.00 1,316.000 273,728.00 47 GEOCOMPOSITE DRAIN M2 205.0000 101,475.00 513.000 105,165.00 48 FILTER FABRIC M2 3.0000 20,220.00 1,600.000 4,800.00 49 CLASS 2 PERMEABLE MATERIAL M3 240.0000 40,800.00 40.000 9,600.00 50 CLASS 3 PERMEABLE MATERIAL M3 130.0000 66,300.00 120.000 15,600.00 51 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 375.0000 6,375.00 0.000 0.00 (2.77 MM THICK) 52 450 MM ANCHOR ASSEMBLY EA 900.0000 4,500.00 0.000 0.00 53 DRAINAGE INLET MARKER EA 50.0000 850.00 0.000 0.00 54 900 MM BITUMINOUS COATED CORRUGATED M 700.0000 4,060.00 5.200 3,640.00 STEEL PIPE INLET (2.77 MM THICK) 55 CORRUGATED STEEL PIPE RISER (TYPE I) EA 10,100.0000 10,100.00 0.000 0.00 56 TRANSVERSE DOUBLE GRATED LINE DRAIN M 645.0000 10,965.00 0.000 0.00 57 CORRUGATED STEEL PIPE RISER (TYPE II) EA 10,100.0000 10,100.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 JACKED 900 MM WELDED STEEL PIPE M 2,500.0000 192,500.00 0.000 0.00 (9.53 MM THICK) 59 450 MM ALTERNATIVE FLARED END SECTION M 810.0000 1,620.00 0.000 0.00 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 PIPE ENTRANCE GATE EA 1,500.0000 1,500.00 0.000 0.00 62 DRAINAGE INLET EA 1,000.0000 7,000.00 0.000 0.00 63 ROAD DRAINAGE INTERCEPTOR (BAFFLE-WALL) EA 650.0000 14,300.00 0.000 0.00 64 ROAD DRAINAGE INTERCEPTOR (BASIN) EA 630.0000 13,860.00 0.000 0.00 65 CONCRETE PIPE MANHOLE TYPE I EA 5,700.0000 11,400.00 0.000 0.00 66 CONCRETE PIPE MANHOLE TYPE II EA 5,700.0000 22,800.00 0.000 0.00 67 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 68 ROCK SLOPE PROTECTION M3 100.0000 3,600.00 6.500 650.00 (FACING, METHOD B) 69 GABION M3 1,065.0000 51,120.00 0.000 0.00 F) 70 MINOR CONCRETE (DITCH LINING) M3 6,358.0000 184,382.00 0.000 0.00 F) 71 ROCK SLOPE PROTECTION FABRIC M2 3.5000 910.00 10.800 37.80 72 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 7,500.00 0.000 0.00 CONSTRUCTION) 73 MINOR CONCRETE (CURB, SIDEWALK AND M3 1,235.0000 180,310.00 0.000 0.00 CURB RAMP) 74 TUNNEL FIRE PROTECTION LS 2000,000.0000 2,000,000.00 0.000 0.00 S) 75 TUNNEL JET FANS LS 3061,870.0000 3,061,870.00 0.000 0.00 S) 76 MISCELLANEOUS IRON AND STEEL KG 4.0000 16,400.00 77.000 308.00 SF) 77 CLEANOUT MANHOLE EA 5,300.0000 498,200.00 1.000 5,300.00 13.000 68,900.00 78 MISCELLANEOUS METAL KG 72.0000 266,400.00 432.000 31,104.00 SF) 79 ACCESS GATE EA 2,500.0000 5,000.00 0.000 0.00 S) 80 DELINEATOR (CLASS 1) EA 100.0000 500.00 0.000 0.00 81 TERMINAL RISER AND OUTLET MARKER EA 1,500.0000 28,500.00 0.000 0.00 82 METAL BEAM GUARD RAILING M 150.0000 7,950.00 0.000 0.00 S) 83 STEEL BACKED TIMBER GUARDRAIL M 50.0000 34,500.00 0.000 0.00 S) 84 TUBULAR BICYCLE RAILING M 300.0000 1,200.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 8 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CABLE RAILING M 60.0000 6,000.00 0.000 0.00 S) 86 REMOVABLE BOLLARD (WOOD) EA 500.0000 5,000.00 0.000 0.00 S) 87 CRASH CUSHION MODULE, SAND FILLED EA 250.0000 21,500.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 60A MODIFIED) M 100.0000 2,400.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 60) M 100.0000 7,900.00 0.000 0.00 S) 90 CONCRETE BARRIER (TYPE 60C) M 100.0000 14,000.00 0.000 0.00 S) 91 CONCRETE BARRIER (TYPE 80 MODIFIED) M 100.0000 1,100.00 0.000 0.00 SF) 92 THERMOPLASTIC PAVEMENT MARKING M2 500.0000 75,000.00 0.000 0.00 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 36,000.00 0.000 0.00 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,600.00 0.000 0.00 S) 95 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 4,000.00 0.000 0.00 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.5000 6,750.00 0.000 0.00 S) 97 HIGHWAY LIGHTING LS 200,000.0000 200,000.00 0.000 0.00 S) 98 CONDUCTORS AND CABLES LS 780,000.0000 780,000.00 0.000 0.00 S) 99 MEDIUM VOLTAGE CABLE LS 1008,000.0000 1,008,000.00 0.000 0.00 S) 00 RACEWAYS AND BOXES LS 2192,000.0000 2,192,000.00 0.018 39,456.00 0.133 291,536.00 S) 01 UNDERGROUND DUCTS AND VAULTS LS 3290,000.0000 3,290,000.00 0.116 381,640.00 S) 02 UNINTERRUPIBLE POWER SUPPLY LS 232,000.0000 232,000.00 0.000 0.00 S) 03 SECONDARY UNIT SUBSTATIONS LS 428,000.0000 428,000.00 0.000 0.00 S) 04 MEDIUM VOLTAGE SERVICE SWITCHGEAR LS 211,000.0000 211,000.00 0.000 0.00 S) 05 MOTOR CONTROL CENTERS LS 258,000.0000 258,000.00 0.000 0.00 S) 06 TUNNEL LIGHTING LS 3701,000.0000 3,701,000.00 0.000 0.00 S) 07 GROUNDING AND BONDING LS 74,000.0000 74,000.00 0.000 0.00 S) 08 TUNNEL TRAFFIC CONTROL SYSTEM LS 818,000.0000 818,000.00 0.114 93,252.00 S) 09 ENVIRONMENTAL MONITORING SYSTEM LS 173,000.0000 173,000.00 0.080 13,840.00 S) 10 FIRE ALARM AND DETECTION SYSTEM LS 648,000.0000 648,000.00 0.100 64,800.00 S) 11 TELEPHONE SYSTEM LS 432,000.0000 432,000.00 0.138 59,616.00 S) PROGRAM CAS145 PAGE 9 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CLOSED CIRCUIT TELEVISION SYSTEM LS 648,000.0000 648,000.00 0.121 78,408.00 S) 13 RADIO REBROADCAST SYSTEM LS 937,000.0000 937,000.00 0.223 208,951.00 S) 14 TUNNEL CONTROL SYSTEM LS 2889,000.0000 2,889,000.00 0.060 173,340.00 S) 15 INTRUSION DETECTION SYSTEM LS 86,000.0000 86,000.00 0.150 12,900.00 S) 16 SEISMIC MONITORING ELECTRICAL SYSTEM LS 22,000.0000 22,000.00 0.000 0.00 S) 17 MEDIUM VOLTAGE AUTOMATIC TRANSFER SWITCH LS 234,000.0000 234,000.00 0.000 0.00 S) 18 LIGHTING CONTROL STATIONS LS 125,000.0000 125,000.00 0.000 0.00 S) 19 LOW VOLTAGE ELECTRICAL SYSTEM LS 363,000.0000 363,000.00 0.000 0.00 S) 20 ROADWAY DRAINAGE SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 S) 21 WATER MAINS LS 500,000.0000 500,000.00 0.000 0.00 S) 22 HEATING AND VENTILATION OF TUNNEL LS 1200,000.0000 1,200,000.00 0.000 0.00 S) ANCILLARY SPACES 23 LEACH WATER SYSTEM LS 250,000.0000 250,000.00 0.000 0.00 S) 24 BUILDING WORK LS 5428,647.0000 15,428,647.00 0.976 15,058,359.47 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 MISCELLANEOUS PORTALS CANOPY ITEMS LS 225,000.0000 225,000.00 0.680 153,000.00 27 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 1,000.0000 2,000.00 2.000 2,000.00 (2.77 MM THICK) 28 600 MM ANCHOR ASSEMBLY EA 1,000.0000 2,000.00 2.000 2,000.00 29 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 370.0000 35,520.00 0.000 0.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 MICROPILE EA 2,000.0000 288,000.00 144.000 288,000.00 32 TIEBACK ANCHOR EA 8,000.0000 264,000.00 33.000 264,000.00 S) 33 BAR REINFORCING STEEL (ANCHOR BAR) KG 2.5000 1,750.00 700.000 1,750.00 SF) 34 MISCELLANEOUS METAL (RETAINING WALL) KG 6.0000 3,900.00 650.000 3,900.00 F) 35 CONCRETE BARRIER M 100.0000 10,300.00 92.700 9,270.00 PROGRAM CAS145 PAGE 10 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 07:38 AM ESTIMATE NO. 40 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/10 R.E. NAME: MUENCH JOHN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,793,574.91 120,324,749.33 ADJUSTMENT OF COMPENSATION 0.00 10,221,850.05 EXTRA WORK 78,872.86 5,237,266.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,872,447.77 135,783,865.66 36 MOBILIZATION LS 7236,600.0000 27,236,600.00 0.050 1,361,830.00 1.000 27,236,600.00 ORIGINAL CONTRACT AMOUNT 272,366,000.00 TOTAL WORK COMPLETED 5,234,277.77 163,020,465.66 MATERIALS ON HAND ON SITE 2,252,243.42 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -135,901.66 -4,531,127.72 TOTAL 5,098,376.11 160,741,581.36 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 01/03/07 1500 01/18/07 01/18/07 04/23/12 1089 41 120 0 56% 67% PROGRESS IS SATISFACTORY MUENCH JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/23/10