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 04/21/11 EST. NO.36 TIME 03:43 PM R.E. NAME: KAUSI AMUTH 05-447804 --------------------------------------------------------------------------- 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 0170 907.50 E.W. @ F.A.(+) 100709 N 0513.1 0354 1,008.75 040809 N 1084.0 0467 428.47 122010 N 1507.0 0471 405.08 010711 N 1633.0 0472 2,368.38 012111 N 1640.0 0473 180.00 011811 N 1645.0 0474 1,192.92 012411 N 1652.0 0475 642.34 012411 N 1655.0 0476 227.40 012511 N 1659.0 0477 107.49 021811 N 1707.0 0478 209.17 022111 N 1710.0 0480 136.44 022411 N 1718.0 0481 133.85 022111 N 1724.0 0505 225.00 012811 N 1678.0 0506 202.38 020111 N 1691.0 0507 147.00 020211 N 1693.0 0508 171.71 020811 N 1697.0 0509 151.42 021511 N 1700.0 0510 245.69 021711 N 1702.0 003 0004 111,072.51 A.C. @ U.P.(+) 041811 Y 49.3-3 007 0008 92,813.68 A.C. @ U.P.(+) 041811 Y 49.005 0009 37,380.60 A.C. @ L.S.(+) 041811 Y 7B-040 012 0050 1,775.31 E.W. @ F.A.(+) 021811 N 1706.0 0052 796.63 021711 N 1703.0 014 0075 269.99 E.W. @ F.A.(+) 011411 N 1641.0 0076 360.00 011711 N 1643.0 0077 613.65 021711 N 1701.0 015 0035 4,477.81 E.W. @ F.A.(+) 123110 N 1631.0 016 0028 1,645.68 E.W. @ F.A.(+) 033009 N 0222.1 0037 176.00 050709 N 0350.1 0038 2,288.00 050409 N 0351.1 0057 1,133.02 021511 N 1699.0 020 0011 499.36 E.W. @ F.A.(+) 082710 N 1150.0 0015 934.35 082310 N 1215.0 021 0071 920.83 E.W. @ F.A.(+) 010511 N 1632.0 0072 642.87 011111 N 1635.0 0073 1,611.47 011911 N 1638.0 0074 1,701.05 011611 N 1642.0 024 0011 154.82 E.W. @ F.A.(+) 031809 N 0194.0 025 0035 1,553.60 E.W. @ F.A.(+) 042110 N 0691.0 0054 2,628.43 101410 N 1257.0 0058 342.66 022211 N 1756.0 0059 1,715.07 022311 N 1757.0 038 0031 5,125.63 E.W. @ F.A.(+) 102209 N 1610.0 0032 4,574.28 102309 N 1611.0 0033 1,530.67 102609 N 1612.0 0034 1,116.73 110409 N 1613.0 0035 865.49 111209 N 1614.0 042 0005 6,976.12 E.W. @ F.A.(+) 082509 N 0596.0 0033 2,590.61 111309 N 0636.0 045 0002 1,167.08 E.W. @ F.A.(+) 093009 N 0627.0 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 04/21/11 EST. NO.36 TIME 03:43 PM R.E. NAME: KAUSI AMUTH 05-447804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 046 0015 119.30 E.W. @ F.A.(+) 071309 N 0373.1 0017 25.97 050509 N 0377.1 048 0015 1,129.51 E.W. @ F.A.(+) 100609 N 0653.0 050 0074 595.91 E.W. @ F.A.(+) 011111 N 1534.0 0078 270.00 012511 N 1658.0 0080 270.00 011811 N 1644.0 052 0010 2,189.99 E.W. @ F.A.(+) 072710 Y 1110.0 056 0060 2,183.85 E.W. @ F.A.(+) 071609 N 0408.0 0069 3,342.81 061709 N 0468.0 0090 119.26 071509 N 0412.1 0093 1,509.38 061109 N 0488.0 0100 732.53 072209 N 0555.0 0110 217.39 051109 N 0455.1 0131 1,778.91 110909 N 0588.0 057 0001 77.40 E.W. @ F.A.(+) 050609 Y 0462.0 061 0002 315.43 E.W. @ F.A.(+) 042809 N 0463.1 066 0005 384.34 E.W. @ F.A.(+) 060310 N 1041.0 094 0001 454.52 E.W. @ F.A.(+) 042910 N 1042.0 0002 454.52 051110 N 1043.0 0003 1,753.05 051110 N 1044.0 0004 477.91 052110 N 1045.0 0005 1,584.50 052410 N 1046.0 0006 170.77 060410 N 1047.0 0007 361.76 060810 N 1048.0 0008 723.47 060910 N 1049.0 0009 1,274.38 062110 N 1050.0 099 0002 529.97 E.W. @ F.A.(+) 020711 N 1696.0 0003 378.55 020911 N 1698.0 107 0006 265.41 E.W. @ F.A.(+) 052010 N 1028.0 0007 726.78 052110 N 1029.0 0012 1,427.56 062910 N 1035.0 109 0011 2,454.07 E.W. @ F.A.(+) 102710 N 1398.0 112 0001 272.52 E.W. @ F.A.(+) 061710 Y 1052.0 0006 220.92 011111 N 1634.0 0007 1,184.83 011411 N 1636.0 0008 597.52 011411 N 1637.0 0009 1,960.43 012011 N 1639.0 0010 157.46 011811 N 1647.0 0011 839.89 011811 N 1648.0 0012 10,309.63 011911 N 1649.0 0013 1,288.53 012111 N 1650.0 0014 7,243.96 012111 N 1651.0 0015 2,182.27 012411 N 1654.0 0016 836.77 012411 N 1656.0 0017 6,435.26 012511 N 1657.0 0018 2,797.89 012611 N 1662.0 0019 1,884.99 012711 N 1675.0 0020 919.73 012811 N 1679.0 0021 1,098.43 013111 N 1684.0 113 0001 3,038.21 E.W. @ F.A.(+) 070810 N 1066.0 0002 328.44 072710 N 1067.0 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 04/21/11 EST. NO.36 TIME 03:43 PM R.E. NAME: KAUSI AMUTH 05-447804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0015 4,212.99 070710 N 1256.0 0057 368.83 102310 N 1374.0 0059 156.13 122210 N 1380.0 0064 225.00 102110 N 1386.0 0103 414.84 110810 N 1450.0 118 0010 6,150.83 E.W. @ F.A.(+) 110110 N 1441.0 0013 1,900.52 102710 N 1754.0 0014 4,040.58 102810 N 1755.0 119 0004 344.64 E.W. @ F.A.(+) 110510 N 1448.0 120 0008 1,008.60 E.W. @ F.A.(+) 102910 N 1438.0 0009 1,103.09 102910 N 1439.0 0010 679.95 110210 N 1442.0 121 0002 2,290.04 E.W. @ F.A.(+) 111810 N 1469.0 0003 1,425.48 112910 N 1479.0 0004 480.22 113010 N 1480.0 0006 837.25 121310 N 1497.0 0007 2,192.31 121410 N 1501.0 0008 988.94 121510 N 1502.0 0009 444.71 121610 N 1503.0 0010 790.58 121610 N 1505.0 0011 2,361.79 121710 N 1506.0 0013 308.15 123010 N 1522.0 0014 308.15 123110 N 1523.0 0015 347.57 122810 N 1517.0 0016 283.79 121610 N 1504.0 122 0024 848.55 E.W. @ F.A.(+) 110310 N 1446.0 125 0002 652.99 E.W. @ F.A.(+) 012411 N 1653.0 0003 215.69 012811 N 1681.0 126 0010 1,504.98 E.W. @ F.A.(+) 112410 N 1478.0 0011 2,035.43 011811 N 1646.0 0012 471.71 011211 N 1720.0 0013 193.02 011311 N 1722.0 129 0001 499.66 E.W. @ F.A.(+) 010411 N 1526.0 0002 3,447.70 010511 N 1528.0 0003 7,831.75 010611 N 1530.0 131 0003 1,206.24 E.W. @ F.A.(+) 012611 N 1663.0 0004 253.00 012611 N 1664.0 0005 2,247.02 013111 N 1685.0 0006 1,954.66 020111 N 1689.0 132 0001 5,348.83 E.W. @ F.A.(+) 012611 N 1660.0 0002 4,912.78 012611 N 1665.0 0004 1,284.47 012711 N 1677.0 0005 1,093.79 013111 N 1682.0 0006 586.32 013111 N 1683.0 0008 757.18 020111 N 1687.0 0009 1,243.03 020111 N 1688.0 0010 12,601.56 020111 N 1690.0 0011 3,330.17 020211 N 1692.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/21/11 EST. NO.36 TIME 03:43 PM R.E. NAME: KAUSI AMUTH 05-447804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 460,627.38 TOTAL THIS ESTIMATE 4,152,154.48 TOTAL PREVIOUS ESTIMATE 4,612,781.86 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 04/21/11 EST. NO.36 TIME 03:43 PM R.E. NAME: KAUSI AMUTH 05-447804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CV FAILURE -2,500.00 03 DEDUCTION NO 1 1,428.64 04 DEDUCTION NO 2 -226.80 04 NON COMPLIANCE SWPPP -388,530.96 09 RELEASE 54-3 388,530.96 10 CV CL 625 ALT V PILE -104.54 26 0.00 -1,402.70 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 03 REC'D MISS PYRLS 10,000.00 10 MISS PAYROLLS -10,000.00 14 MISS PAYROLLS -1,000.00 18 REL EST 14 10,000.00 18 RECD PYRLS EST 19 1,000.00 22 MISS PAYROLLS -2,500.00 27 RECD PAYROLLS EST 27 2,500.00 29 MISS PAYROLLS -2,500.00 35 0.00 -2,500.00 TOTAL DEDUCTIONS 0.00 -3,902.70 PROGRAM CAS145 PAGE 1 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 LOCATION PROGRESS ESTIMATE 05-SB-101-10.8/12.8 ----------------- SECURITY PAVING COMPANY, INC. IN SANTA BARBARA COUNTY IN SANTA P O BOX 1489 BARBARA FROM 0.4 KM WEST OF OLIVE SUN VALLEY CA 91353 MILL ROAD OVERCROSSING TO THE LIC. 116307 MILPAS STREET UNDERCROSSING FED. AID NO. N O N E RECONSTRUCT TWO INTERCHANGES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 1.000 3,000.00 02 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,820,000.00 18.000 50,400.00 647.000 1,811,600.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 TEMPORARY FENCE (TYPE ESA) M 5.0000 14,650.00 1,243.000 6,215.00 S) 05 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.815 101,875.00 06 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 109,000.00 61.000 610.00 7,015.550 70,155.50 08 TEMPORARY SILT FENCE M 10.0000 15,000.00 1,982.620 19,826.20 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 27,000.00 9.500 28,500.00 10 TEMPORARY COVER M2 5.0000 2,000.00 1,094.000 5,470.00 11 TEMPORARY CHECK DAM M 40.0000 12,400.00 2.000 80.00 548.500 21,940.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 3.000 750.00 105.000 26,250.00 13 STREET SWEEPING LS 240,000.0000 240,000.00 0.815 195,600.00 14 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.800 56,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.815 326,000.00 S) 16 TYPE III BARRICADE EA 80.0000 6,080.00 68.000 5,440.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 45,210.00 1,208.000 39,864.00 S) 18 FLASHING BEACON (PORTABLE) EA 485.0000 8,245.00 7.000 3,395.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.815 32,600.00 S) 20 TEMPORARY RAILING (TYPE K) M 54.0000 664,200.00 15,033.160 811,790.64 21 TEMPORARY CRASH CUSHION MODULE EA 210.0000 60,900.00 328.000 68,880.00 S) 22 TEMPORARY TRAFFIC SCREEN M 23.0000 36,800.00 964.500 22,183.50 S) PROGRAM CAS145 PAGE 2 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 9,000.0000 27,000.00 3.000 27,000.00 24 ABANDON WATER WELL EA 4,000.0000 4,000.00 1.000 4,000.00 S) 25 REMOVE CHAIN LINK FENCE M 11.0000 19,030.00 2,699.000 29,689.00 S) 26 REMOVE METAL BEAM GUARD RAILING M 22.6000 14,690.00 750.500 16,961.30 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6500 28,875.00 5,711.560 9,424.07 S) STRIPE 28 REMOVE TRAFFIC STRIPE M 1.3500 37,800.00 30,451.650 41,109.73 S) 29 REMOVE PAVEMENT MARKING M2 22.0000 3,520.00 61.310 1,348.82 S) 30 REMOVE ROADSIDE SIGN EA 135.0000 10,665.00 53.000 7,155.00 31 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 3.000 15,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 4.0000 3,680.00 884.940 3,539.76 33 REMOVE PIPE M 55.0000 20,900.00 430.320 23,667.60 34 REMOVE INLET EA 1,200.0000 20,400.00 23.000 27,600.00 35 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.00 36 REMOVE RETAINING WALL M 250.0000 3,500.00 14.000 3,500.00 37 REMOVE BASE AND SURFACING M3 15.0000 14,850.00 846.800 12,702.00 38 REMOVE SINGLE THRIE BEAM BARRIER M 22.5000 29,475.00 1,291.710 29,063.48 S) 39 RECONSTRUCT ARCHITECTURAL RAILING AND M 280.0000 30,800.00 0.000 0.00 S) POLES 40 RESET ROADSIDE SIGN EA 325.0000 5,850.00 8.000 2,600.00 41 RELOCATE ROADSIDE SIGN EA 325.0000 10,400.00 14.000 4,550.00 42 ADJUST WATER VALVE COVER TO GRADE EA 400.0000 2,000.00 7.000 2,800.00 43 ADJUST INLET EA 1,800.0000 3,600.00 2.000 3,600.00 44 ADJUST MANHOLE TO GRADE EA 550.0000 5,500.00 3.000 1,650.00 45 ADJUST UTILITY COVER TO GRADE EA 400.0000 1,200.00 0.000 0.00 46 ADJUST MONITORING WELL COVER TO GRADE EA 400.0000 3,200.00 0.000 0.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 6,820.00 1,883.939 20,723.33 S) 48 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 34,200.00 1,563.200 31,264.00 49 REMOVE CONCRETE SIDEWALK M 25.0000 6,250.00 250.000 6,250.00 PROGRAM CAS145 PAGE 3 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CHANNEL) M3 130.0000 14,300.00 109.000 14,170.00 51 REMOVE CONCRETE BARRIER M 22.0000 64,680.00 2,940.000 64,680.00 52 PREPARE CONCRETE BRIDGE DECK SURFACE M2 26.0000 19,500.00 0.000 0.00 F) 53 CAP INLET EA 1,800.0000 3,600.00 3.000 5,400.00 54 BRIDGE REMOVAL, LOCATION A LS 85,300.0000 85,300.00 1.000 85,300.00 55 BRIDGE REMOVAL, LOCATION B LS 245,000.0000 245,000.00 1.000 245,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 63,200.0000 63,200.00 1.000 63,200.00 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 29,700.0000 29,700.00 1.000 29,700.00 58 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.950 190,000.00 59 ROADWAY EXCAVATION M3 35.7500 1,730,300.00 48,183.118 1,722,546.47 60 ROADWAY EXCAVATION (TYPE Z-2) M3 211.0000 1,029,680.00 5,789.393 1,221,561.92 (AERIALLY DEPOSITED LEAD) 61 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 62 STRUCTURE EXCAVATION (BRIDGE) M3 46.0000 142,600.00 3,100.000 142,600.00 F) 63 STRUCTURE EXCAVATION (TYPE D) M3 140.0000 84,000.00 535.000 74,900.00 F) 64 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 346,710.00 528.750 34,368.75 4,771.000 310,115.00 F) 65 STRUCTURE EXCAVATION (SIGN FOUNDATION) M3 50.0000 9,800.00 199.000 9,950.00 F) 66 STRUCTURE BACKFILL (BRIDGE) M3 68.0000 204,000.00 1,933.000 131,444.00 F) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 319,900.00 4,864.000 243,200.00 F) 68 STRUCTURE BACKFILL (SIGN FOUNDATION) M3 60.0000 7,440.00 127.000 7,620.00 F) 69 HIGHWAY PLANTING LS 143,100.0000 143,100.00 1.000 143,100.00 S) 70 IMPORTED TOPSOIL M3 48.0000 18,720.00 371.110 17,813.28 71 PLANT (GROUP W) EA 3.8000 110.20 29.000 110.20 S) 72 TRANSPLANT PALM TREE EA 5,070.0000 106,470.00 18.300 92,781.00 S) 73 PLANT ESTABLISHMENT WORK LS 8,650.0000 8,650.00 1.000 8,650.00 S) 74 PLANT ESTABLISHMENT (MITIGATION SITE) LS 15,550.0000 15,550.00 1.000 15,550.00 S) 75 IRRIGATION SYSTEM LS 196,350.0000 196,350.00 1.000 196,350.00 S) 76 NPS 2 SUPPLY LINE (BRIDGE) M 9.0000 351.00 39.000 351.00 PROGRAM CAS145 PAGE 4 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 NPS 3 SUPPLY LINE (BRIDGE) M 25.4000 990.60 39.000 990.60 78 40 MM PLASTIC PIPE (PR 200) M 30.2500 4,537.50 126.000 3,811.50 (SUPPLY LINE) 79 40 MM IRRIGATION SLEEVE M 25.4000 787.40 39.000 990.60 80 75 MM IRRIGATION SLEEVE M 30.2500 3,357.75 164.180 4,966.45 81 200 MM IRRIGATION SLEEVE M 50.7500 609.00 7.300 370.48 82 100 MM CORRUGATED HIGH DENSITY M 53.4500 14,966.00 184.430 9,857.78 POLYETHYLENE PIPE CONDUIT 83 200 MM CORRUGATED HIGH DENSITY M 74.0000 10,360.00 61.600 4,558.40 POLYETHYLENE PIPE CONDUIT 84 250 MM CORRUGATED HIGH DENSITY M 90.9000 16,362.00 101.160 9,195.44 POLYETHYLENE PIPE CONDUIT 85 300 MM CORRUGATED HIGH DENSITY M 94.0000 5,922.00 60.300 5,668.20 POLYETHYLENE PIPE CONDUIT 86 150 MM WELDED STEEL PIPE CONDUIT M 218.1500 3,272.25 0.000 0.00 (6.35 MM THICK) 87 200 MM WELDED STEEL PIPE CONDUIT M 264.6000 39,690.00 3.080 814.97 158.650 41,978.79 (6.35 MM THICK) 88 250 MM WELDED STEEL PIPE CONDUIT M 334.8000 20,757.60 1.540 515.59 39.640 13,271.47 (6.35 MM THICK) 89 EXTEND 150 MM CONDUIT M 164.1500 1,805.65 11.000 1,805.65 90 EXTEND 200 MM CONDUIT M 237.6000 1,188.00 0.000 0.00 91 CLASS 2 AGGREGATE BASE M3 50.9500 1,655,875.00 666.870 33,977.03 33,246.325 1,693,900.26 92 ASPHALT TREATED PERMEABLE BASE M3 440.0000 11,440.00 0.000 0.00 93 ASPHALT CONCRETE (TYPE A) TONN 121.0000 3,472,700.00 12.780 1,546.38 27,702.876 3,352,048.00 94 ASPHALT CONCRETE (OPEN GRADED) TONN 136.0000 342,720.00 0.000 0.00 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 390.00 4.500 292.50 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.6000 671.60 48.400 706.64 97 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.6000 5,110.00 381.800 5,574.28 98 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.6000 7,008.00 410.100 5,987.46 99 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 55,250.00 38.980 33,133.00 00 FURNISH PILING (CLASS 900) M 230.0000 301,760.00 800.810 184,186.30 (ALTERNATIVE W) 01 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,160.0000 164,160.00 46.000 99,360.00 S) 02 FURNISH PILING (CLASS 900) M 300.0000 307,800.00 0.000 0.00 (ALTERNATIVE W MODIFIED) 03 DRIVE PILE (CLASS 900) EA 1,080.0000 55,080.00 16.000 17,280.00 48.000 51,840.00 S) (ALTERNATIVE W MODIFIED) PROGRAM CAS145 PAGE 5 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH PILING (CLASS 625) M 126.0000 228,060.00 636.640 80,216.64 1,808.750 227,902.50 (ALTERNATIVE V) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,080.0000 99,360.00 17.000 18,360.00 77.000 83,160.00 S) 06 FURNISH PILING (CLASS 625) M 158.0000 690,776.00 0.000 0.00 (ALTERNATIVE V MODIFIED) 07 DRIVE PILE (CLASS 625) EA 1,080.0000 240,840.00 42.000 45,360.00 223.000 240,840.00 S) (ALTERNATIVE V MODIFIED) 08 FURNISH PILING (CLASS 400) M 87.0000 1,021,206.00 1,450.690 126,210.03 11,105.111 966,144.66 09 DRIVE PILE (CLASS 400) EA 1,080.0000 1,032,480.00 71.000 76,680.00 900.000 972,000.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 345.0000 372,600.00 1,079.280 372,351.60 PILING (460 MM) 12 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,430.0000 252,720.00 104.000 252,720.00 S) PILE (460 MM) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 170,000.0000 170,000.00 0.750 127,500.00 S) 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 515.0000 458,350.00 204.000 105,060.00 749.000 385,735.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,450,000.00 3,496.000 3,111,440.00 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 870.0000 974,400.00 44.000 38,280.00 965.000 839,550.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,040.0000 613,600.00 443.000 460,720.00 F) (TYPE N) 18 STRUCTURAL CONCRETE (SIGN FOUNDATION) M3 760.0000 54,720.00 71.000 53,960.00 F) 19 CLASS 2 CONCRETE (BOX CULVERT) M3 1,230.0000 309,960.00 315.000 387,450.00 F) 20 CLASS 2 CONCRETE (CONCRETE CHANNEL) M3 685.0000 390,450.00 577.250 395,416.25 F) 21 CLASS 2 CONCRETE (RETAINING WALL) M3 620.0000 890,940.00 1,299.500 805,690.00 F) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 2,550.0000 510,000.00 201.100 512,805.00 F) 23 MINOR CONCRETE (SLAB) M3 535.0000 21,400.00 40.000 21,400.00 F) 24 MINOR CONCRETE M2 550.0000 45,100.00 82.000 45,100.00 F) (RAISED ISLAND PLANTER WALL) 25 MINOR CONCRETE (SOUND WALL) M3 650.0000 455,000.00 700.000 455,000.00 F) 26 MINOR CONCRETE (PILE CAP) M3 820.0000 188,600.00 243.200 199,424.00 F) 27 MINOR CONCRETE (TRENCH FOOTING) M3 985.0000 502,350.00 541.750 533,623.75 F) 28 PILASTER (SINGLE) EA 950.0000 3,800.00 7.000 6,650.00 29 PILASTER (DOUBLE) EA 2,160.0000 216,000.00 97.000 209,520.00 30 ARCHITECTURAL TEXTURE (CAPITAL) M2 1,350.0000 99,900.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ARCHITECTURAL TEXTURE (STUCCO) M2 73.0000 696,201.00 9,537.000 696,201.00 F) 32 ARCHITECTURAL TEXTURE M2 1,100.0000 67,100.00 61.000 67,100.00 F) (MANUFACTURED STONE PILASTER CAP) 33 ARCHITECTURAL TEXTURE M2 855.0000 376,200.00 440.000 376,200.00 F) (MANUFACTURED STONE WALL CAP) 34 ARCHITECTURAL TEXTURE M2 1,115.0000 10,035.00 9.000 10,035.00 F) (MANUFACTURED STONE BARRIER) 35 CONCRETE CLOSURE WALL M2 570.0000 43,890.00 58.000 33,060.00 F) 36 PRECAST CONCRETE CLOSURE WALL M2 750.0000 570,000.00 350.000 262,500.00 F) 37 RETAINING WALL STEM (TYPE 6) M2 1,535.0000 36,840.00 24.000 36,840.00 F) 38 FURNISH POLYESTER CONCRETE OVERLAY M3 3,900.0000 58,500.00 0.000 0.00 39 PLACE POLYESTER CONCRETE OVERLAY M2 52.0000 39,000.00 0.000 0.00 F) 40 SOUND WALL (MASONRY BLOCK) M2 123.0000 343,170.00 2,790.000 343,170.00 F) 41 JOINT SEAL (MR 30 MM) M 97.0000 8,536.00 0.000 0.00 S) 42 JOINT SEAL (MR 15 MM) M 97.0000 7,760.00 20.000 1,940.00 S) 43 JOINT SEAL (MR 50 MM) M 294.0000 37,632.00 0.000 0.00 S) 44 BAR REINFORCING STEEL KG 2.5000 142,292.50 57,833.000 144,582.50 SF)(CONCRETE CHANNEL) 45 BAR REINFORCING STEEL (BRIDGE) KG 2.7200 1,792,480.00 49,421.000 134,425.12 527,667.000 1,435,254.24 SF) 46 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6500 451,045.90 14,863.000 39,386.95 145,849.000 386,499.85 SF) 47 BAR REINFORCING STEEL (SOUND WALL) KG 2.3000 23,460.00 10,200.000 23,460.00 SF) 48 BAR REINFORCING STEEL (BOX CULVERT) KG 2.7500 76,353.75 35,102.000 96,530.50 SF) 49 BAR REINFORCING STEEL KG 3.0000 15,354.00 4,940.000 14,820.00 SF)(SIGN FOUNDATION) 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 ASPHALT MEMBRANE WATERPROOFING M2 45.0000 14,400.00 320.000 14,400.00 S) 52 FURNISH SIGN STRUCTURE (TRUSS) KG 12.1000 914,893.10 75,611.000 914,893.10 F) 53 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6200 46,878.82 75,611.000 46,878.82 SF) 54 FURNISH LAMINATED PANEL SIGN M2 185.0000 33,300.00 180.000 33,300.00 (25.4 MM-TYPE A) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 13,900.00 65.680 9,129.52 (1.6 MM-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 147.0000 2,940.00 14.370 2,112.39 (1.6 MM-FRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 3,960.00 9.560 1,577.40 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 1524 MM CAST-IN-DRILLED-HOLE M 1,930.0000 55,970.00 29.000 55,970.00 S) CONCRETE PILE (SIGN FOUNDATION) 59 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 77.000 25,025.00 60 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 4.000 2,800.00 61 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 165.0000 330.00 3.000 495.00 METHOD) 62 INSTALL SIGN OVERLAY EA 1,500.0000 1,500.00 0.000 0.00 63 INSTALL SIGN PANEL ON EXISTING FRAME EA 750.0000 750.00 0.000 0.00 64 PREPARE AND STAIN CONCRETE M2 35.0000 26,915.00 380.000 13,300.00 65 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 91,200.00 317.800 90,573.00 66 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 336,600.00 906.270 308,131.80 67 750 MM ALTERNATIVE PIPE CULVERT M 335.0000 67,000.00 151.600 50,786.00 68 900 MM ALTERNATIVE PIPE CULVERT M 415.0000 240,700.00 549.000 227,835.00 69 1200 MM ALTERNATIVE PIPE CULVERT M 555.0000 99,900.00 177.300 98,401.50 70 1500 MM ALTERNATIVE PIPE CULVERT M 590.0000 112,100.00 181.400 107,026.00 71 375 MM REINFORCED CONCRETE PIPE M 400.0000 44,000.00 111.800 44,720.00 72 450 MM REINFORCED CONCRETE PIPE M 335.0000 43,550.00 122.100 40,903.50 73 600 MM REINFORCED CONCRETE PIPE M 610.0000 7,930.00 10.500 6,405.00 74 80 MM SLOTTED PLASTIC PIPE M 60.0000 66,000.00 592.700 35,562.00 75 80 MM PLASTIC PIPE (EDGE DRAIN) M 60.0000 3,780.00 0.000 0.00 76 FILTER FABRIC M2 2.5000 11,200.00 5,220.850 13,052.13 77 CLASS 1 PERMEABLE MATERIAL M3 70.0000 56,000.00 976.120 68,328.40 78 300 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 5,000.00 2.000 1,000.00 79 FLOOD RELEASE PANEL EA 4,500.0000 1,395,000.00 319.000 1,435,500.00 80 600 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 2,800.00 2.000 2,800.00 81 900 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400.00 82 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 8,000.0000 24,000.00 3.000 24,000.00 83 450 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 1,000.00 0.000 0.00 84 900 MM REINFORCED CONCRETE PIPE RISER M 2,000.0000 1,000.00 0.500 1,000.00 PROGRAM CAS145 PAGE 8 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (CURB) M3 850.0000 81,600.00 68.232 57,997.20 86 MINOR CONCRETE (MISCELLANEOUS M3 675.0000 67,500.00 105.750 71,381.25 CONSTRUCTION) 87 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 165,850.00 254.180 135,986.30 88 MINOR CONCRETE (ROUNDABOUT TRUCK APRON) M3 900.0000 37,800.00 42.000 37,800.00 89 MINOR CONCRETE (DRIVEWAY) M3 550.0000 20,900.00 40.196 22,107.80 90 MINOR CONCRETE (GUTTER) M3 535.0000 6,955.00 14.179 7,585.77 91 MINOR CONCRETE (SIDEWALK) M3 550.0000 253,000.00 331.773 182,475.15 92 MINOR CONCRETE (TEXTURED PAVING) M2 105.0000 16,800.00 0.000 0.00 93 MINOR CONCRETE (BUS POCKET) M3 510.0000 17,850.00 34.043 17,361.93 94 MINOR CONCRETE (CURB RAMP) M3 1,600.0000 38,400.00 27.698 44,316.80 95 MISCELLANEOUS IRON AND STEEL KG 3.6500 53,859.40 14,692.000 53,625.80 SF) 96 MISCELLANEOUS METAL (BRIDGE) KG 3.5000 1,435.00 410.000 1,435.00 SF) 97 FLUSH SOFFIT LUMINAIRE ORNAMENTAL FRAME EA 1,165.0000 13,980.00 0.000 0.00 S) 98 CHAIN LINK FENCE (TYPE CL-1.8) M 39.1500 72,036.00 2,425.100 94,942.67 S) 99 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,980.0000 1,980.00 2.000 3,960.00 S) 00 SURVEY MONUMENT EA 750.0000 3,750.00 0.000 0.00 01 DELINEATOR (CLASS 1) EA 43.0000 7,740.00 46.000 1,978.00 02 OBJECT MARKER EA 200.0000 4,400.00 2.000 400.00 03 METAL BEAM GUARD RAILING (STEEL POST) M 76.0000 117,800.00 1,906.160 144,868.16 S) 04 PICKET RAILING (TYPE 1) M 1,408.0000 30,976.00 22.000 30,976.00 S) 05 PICKET RAILING (TYPE 2) M 1,140.0000 22,800.00 50.000 57,000.00 S) 06 PICKET RAILING (TYPE 2) ON STAIRS M 1,447.0000 21,705.00 13.700 19,823.90 S) 07 SINGLE THRIE BEAM BARRIER (STEEL POST) M 95.7000 201,927.00 2,101.050 201,070.49 S) 08 CABLE RAILING M 32.8000 15,744.00 488.000 16,006.40 S) 09 TRANSITION RAILING (TYPE STB) EA 3,900.0000 3,900.00 1.000 3,900.00 S) 10 TRANSITION RAILING (TYPE WB) EA 3,325.0000 33,250.00 8.000 26,600.00 S) 11 TERMINAL SYSTEM (TYPE CAT) EA 4,835.0000 9,670.00 1.000 4,835.00 S) PROGRAM CAS145 PAGE 9 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,485.0000 2,970.00 1.000 1,485.00 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,295.0000 10,360.00 7.000 9,065.00 S) 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 20,250.00 3.000 10,125.00 S) 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,755.0000 19,285.00 8.000 22,040.00 S) 16 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,400.0000 21,400.00 1.000 21,400.00 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 322,200.00 1,364.500 245,610.00 18 CONCRETE BARRIER (TYPE 60C) M 325.0000 182,000.00 555.000 180,375.00 19 CONCRETE BARRIER (TYPE 60D) M 207.0000 6,003.00 57.000 11,799.00 20 CONCRETE BARRIER (TYPE 60SC) M 325.0000 204,750.00 630.000 204,750.00 21 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,015.0000 5,075.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 732A) M 265.0000 138,595.00 352.000 93,280.00 F) 23 CONCRETE BARRIER (TYPE 732A MODIFIED 2) M 325.0000 17,875.00 55.000 17,875.00 F) 24 CONCRETE BARRIER (TYPE 736 MODIFIED) M 765.0000 29,835.00 39.000 29,835.00 F) 25 CONCRETE BARRIER (TYPE 736S) M 1,120.0000 47,040.00 42.000 47,040.00 F) 26 CONCRETE BARRIER (TYPE 80A) M 905.0000 18,100.00 20.000 18,100.00 F) 27 CONCRETE BARRIER (TYPE 80 MODIFIED) M 775.0000 304,575.00 235.000 182,125.00 F) 28 CONCRETE BARRIER (TYPE 80 MODIFIED 2) M 1,265.0000 45,540.00 36.000 45,540.00 F) 29 CONCRETE BARRIER (TYPE 80R MODIFIED) M 1,135.0000 102,150.00 90.000 102,150.00 F) 30 CONCRETE BARRIER (TYPE 80R MODIFIED 2) M 830.0000 71,380.00 0.000 0.00 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 41,280.00 385.430 16,573.49 S) 32 THERMOPLASTIC TRAFFIC STRIPE M 0.8100 10,611.00 0.000 0.00 S) (SPRAYABLE) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,716.00 747.660 822.43 S) 34 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 1,268.50 1,565.620 3,366.08 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 8,482.50 32.000 104.00 S) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 37 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 365.50 116.000 249.40 S) (BROKEN 2.44 M - 1.22 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 12,430.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 10 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 198.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 40 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 33,680.00 62,035.240 49,628.19 S) 41 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 124.700 3,366.90 S) 42 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 4,256.00 34.000 47.60 S) 43 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 13,718.00 3,196.000 12,144.80 S) 44 SIGNAL AND LIGHTING LS 189,000.0000 189,000.00 1.000 189,000.00 S) 45 SIGNAL AND LIGHTING (CITY) LS 212,800.0000 212,800.00 0.327 69,585.60 S) 46 PEDESTRIAN LIGHTING LS 26,800.0000 26,800.00 1.000 26,800.00 S) 47 LIGHTING (CITY STREET) LS 427,500.0000 427,500.00 0.949 405,697.50 S) 48 MODIFY CITY IRRIGATION SYSTEM LS 9,700.0000 9,700.00 1.000 9,700.00 S) 49 SPRINKLER CONTROL CONDUIT (BRIDGE) M 151.0000 11,778.00 78.000 11,778.00 F) 50 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.500 10,000.00 0.500 10,000.00 S) (LOCATION 1) 51 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,400.0000 28,400.00 0.500 14,200.00 0.500 14,200.00 S) (LOCATION 2) 52 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.500 10,225.00 0.500 10,225.00 S) (LOCATION 3) 53 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.500 10,225.00 0.500 10,225.00 S) (LOCATION 4) 54 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.500 10,225.00 0.500 10,225.00 S) (LOCATION 5) 55 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.500 10,225.00 0.500 10,225.00 S) (LOCATION 6) 56 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.500 10,225.00 0.500 10,225.00 S) (LOCATION 7) 57 REMOVE TRAFFIC MONITORING STATION LS 11,900.0000 11,900.00 1.000 11,900.00 S) 58 CLOSED CIRCUIT TELEVISION SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 S) 59 CONSTRUCTION PHASE INTELLIGENT LS 177,900.0000 177,900.00 1.000 177,900.00 S) TRANSPORTATION SYSTEM 60 REMOVE EXISTING SIGNAL SYSTEM LS 18,900.0000 18,900.00 0.900 17,010.00 S) 61 MODIFY SIGNAL AND LIGHTING LS 88,200.0000 88,200.00 0.750 66,150.00 S) 62 MODIFY LIGHTING LS 42,600.0000 42,600.00 1.000 42,600.00 S) 63 MODIFY LIGHTING AND SIGN ILLUMINATION LS 379,100.0000 379,100.00 0.975 369,622.50 S) 64 WIRELESS DATA COMMUNICATION SYSTEM LS 97,100.0000 97,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:43 PM ESTIMATE NO. 36 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 879,646.46 37,863,770.12 ADJUSTMENT OF COMPENSATION 241,266.79 2,244,447.98 EXTRA WORK 219,360.59 2,368,333.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,340,273.84 42,476,551.98 65 MOBILIZATION LS 2750,000.0000 2,750,000.00 1.000 2,750,000.00 ORIGINAL CONTRACT AMOUNT 46,194,285.52 TOTAL WORK COMPLETED 1,340,273.84 45,226,551.98 MATERIALS ON HAND ON SITE 143,315.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,902.70 TOTAL 1,340,273.84 45,365,964.58 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 04/28/08 650 07/08/08 07/08/08 02/15/12 618 82 190 0 88% 74% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY KAUSI AMUTH RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/11