PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/21/10 EST. NO.32 TIME 03:06 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 0259 195.16 E.W. @ F.A.(+) 050310 N 0883.0 0313 74.34 030810 N 0811.0 0342 119.29 032610 N 0844.0 0421 2,342.36 061110 N 0896.1 0422 5,913.53 072710 N 1209.0 0423 90.84 090910 N 1210.0 0424 181.69 091010 N 1211.0 0425 227.13 091410 N 1212.0 0426 291.21 091710 N 1213.0 0427 358.53 101808 N 1231.0 0428 936.45 101808 N 1232.0 0429 435.71 102508 N 1233.0 0431 2,659.37 072810 N 1072.0 0432 578.14 072810 N 1298.0 0433 2,395.20 100110 N 2051 0 0434 84.58 102508 N 1233.1 014 0064 1,540.26 E.W. @ F.A.(+) 092010 N 1214.0 017 0009 283.99 E.W. @ F.A.(+) 062310 Y 0912.1 0010 1,687.04 061010 Y 1071.0 0011 572.67 A.C. @ U.P.(+) 113010 Y 17A-06 0012 1,125.00 120110 Y 17B-04 019 0001 326.70 E.W. @ F.A.(+) 011210 N 1265.0 021 0065 5,618.80 E.W. @ F.A.(+) 120110 Y 49.212 031 0005 9,692.56 A.C. @ U.P.(+) 120110 N 31 0 042 0047 4,109.64 E.W. @ F.A.(+) 092809 N 0598.1 0048 6,280.69 092909 N 0599.1 0049 4,523.21 093009 N 0600.2 0050 3,948.12 100109 N 0601.2 0057 286.93 102309 N 0612.1 0073 681.43 011210 N 1236.0 046 0016 198.00 E.W. @ F.A.(+) 061709 N 0376.1 048 0018 4,448.91 E.W. @ F.A.(+) 032509 N 0231.1 050 0001 453.51 E.W. @ F.A.(+) 070609 N 0461.0 0030 173.46 031109 N 0181.2 0031 90.00 090910 N 1216.0 0032 1,427.41 120909 N 1266.0 0033 224.97 121009 N 1267.0 0034 119.29 121509 N 1268.0 0035 669.07 122809 N 1269.0 0036 180.68 010810 N 1270.0 0037 168.61 011210 N 1271.0 0038 147.02 011310 N 1272.0 0039 491.00 011810 N 1273.0 0040 245.50 011910 N 1274.0 0041 408.88 012010 N 1275.0 0042 148.69 012110 N 1276.0 0043 297.37 012110 N 1277.0 0044 185.86 012210 N 1278.0 0045 297.37 012610 N 1279.0 0046 185.86 012710 N 1280.0 0047 1,040.77 012810 N 1281.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/21/10 EST. NO.32 TIME 03:06 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 --------------------------------------------------------------------------- 0048 962.12 012910 N 1282.0 0049 89.04 020410 N 1283.0 0050 148.69 020510 N 1284.0 0051 415.09 021110 N 1285.0 0052 297.37 021710 N 1286.0 0053 148.69 021910 N 1287.0 0054 301.28 110910 N 1288.0 0055 254.47 111010 N 1289.0 0056 45.00 111210 N 1290.0 0057 45.00 111810 N 1291.0 0058 249.83 102110 N 1292.0 0059 67.50 112310 N 1293.0 0060 247.50 113010 N 1294.0 0061 150.64 120210 N 1295.0 0062 90.00 120210 N 1296.0 052 0011 875.81 E.W. @ F.A.(+) 081010 N 1112.0 0014 443.02 080910 N 1111.0 0015 4,385.80 102510 N 27A.10 069 0038 2,449.47 E.W. @ F.A.(+) 081909 N 0701.0 073 0004 245.50 E.W. @ F.A.(+) 120110 N 73.2F1 077 0006 799.11 E.W. @ F.A.(+) 092910 N 2050 0 088 0009 4,202.44 E.W. @ F.A.(+) 012010 N 1002.1 106 0013 1,229.90 E.W. @ F.A.(+) 032410 N 1012.0 107 0014 3,650.00 E.W. @ L.S.(+) 060110 N 49.107 0023 3,614.18 E.W. @ F.A.(+) 052410 N 1030.0 113 0006 842.34 E.W. @ F.A.(+) 071910 N 1217.0 0007 1,051.89 072010 N 1218.0 0008 1,677.90 072210 N 1219.0 0009 1,056.73 081310 N 1220.0 0010 1,184.00 090710 N 1221.0 0011 242.17 090910 N 1222.0 0012 300.01 091310 N 1223.0 0013 473.20 091510 N 1225.0 0014 944.79 091610 N 1226.0 117 0006 151.42 E.W. @ F.A.(+) 082610 Y 1204.0 0007 149.77 082710 Y 1205.0 0008 777.33 081710 N 1227.0 0009 810.20 082610 N 1228.0 0010 350.42 091010 N 1229.0 118 0001 1,443.86 E.W. @ F.A.(+) 101810 N 1259.0 0005 2,392.18 111810 N 28.1 0 0006 2,509.79 110110 N 29.1 0 0007 7,977.80 102810 N 28A.10 122 0001 9,935.21 E.W. @ F.A.(+) 110310 N 1262.0 0004 2,275.75 111810 N 31 0 0004-1 -2,275.75 111810 N 31 0 DAO CORRECTING ENTRY 0008 512.96 111710 N 1300.1 0008-1 -512.96 111710 N 1300.1 DAO CORRECTING ENTRY 0009 512.96 111810 N 1301.1 0009-1 -512.96 111810 N 1301.1 DAO CORRECTING ENTRY 0012 2,262.48 111810 N 31.1 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 12/21/10 EST. NO.32 TIME 03:06 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 --------------------------------------------------------------------------- 0022 508.33 111710 N 1300.2 0023 512.96 111810 N 1301.2 132,125.03 TOTAL THIS ESTIMATE 3,358,304.76 TOTAL PREVIOUS ESTIMATE 3,490,429.79 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/21/10 EST. NO.32 TIME 03:06 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,402.70 PROGRAM CAS145 PAGE 1 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 LOCATION RERUN 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 19.000 53,200.00 578.000 1,618,400.00 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 7.300 73.00 6,420.150 64,201.50 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 1.500 4,500.00 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 12,400.00 546.500 21,860.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 101.000 25,250.00 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 0.711 49,770.00 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 14,923.430 805,865.22 21 TEMPORARY CRASH CUSHION MODULE EA 210.0000 60,900.00 4.000 840.00 328.000 68,880.00 S) 22 TEMPORARY TRAFFIC SCREEN M 23.0000 36,800.00 629.000 14,467.00 S) PROGRAM CAS145 PAGE 2 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,316.500 39,577.28 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 122,500.00 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 0.900 180,000.00 59 ROADWAY EXCAVATION M3 35.7500 1,730,300.00 39,314.138 1,405,480.43 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 2,073.000 95,358.00 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 4,061.250 263,981.25 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 82.000 4,100.00 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 18,720.00 210.500 10,104.00 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 15.600 79,092.00 S) 73 PLANT ESTABLISHMENT WORK LS 8,650.0000 8,650.00 0.064 553.60 0.956 8,269.40 S) 74 PLANT ESTABLISHMENT (MITIGATION SITE) LS 15,550.0000 15,550.00 0.004 62.20 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,690.00 155.570 41,163.82 (6.35 MM THICK) 88 250 MM WELDED STEEL PIPE CONDUIT M 334.8000 20,757.60 38.100 12,755.88 (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 32,579.455 1,659,923.23 92 ASPHALT TREATED PERMEABLE BASE M3 440.0000 11,440.00 0.000 0.00 93 ASPHALT CONCRETE (TYPE A) TONN 121.0000 3,472,700.00 149.710 18,114.91 26,532.746 3,210,462.27 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 17.400 254.04 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 37.470 31,849.50 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 32.000 34,560.00 S) (ALTERNATIVE W MODIFIED) PROGRAM CAS145 PAGE 5 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,172.110 147,685.86 (ALTERNATIVE V) 05 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,080.0000 99,360.00 60.000 64,800.00 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 240,840.00 138.000 149,040.00 S) (ALTERNATIVE V MODIFIED) 08 FURNISH PILING (CLASS 400) M 87.0000 1,021,206.00 9,654.421 839,934.63 09 DRIVE PILE (CLASS 400) EA 1,080.0000 1,032,480.00 829.000 895,320.00 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 0.240 40,800.00 0.750 127,500.00 S) 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 515.0000 458,350.00 545.000 280,675.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,450,000.00 401.000 356,890.00 3,400.000 3,026,000.00 F) 16 STRUCTURAL CONCRETE, RETAINING WALL M3 870.0000 974,400.00 4.000 3,480.00 921.000 801,270.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,040.0000 613,600.00 50.000 52,000.00 302.000 314,080.00 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 0.700 1,785.00 201.100 512,805.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 57.750 32,917.50 F) 36 PRECAST CONCRETE CLOSURE WALL M2 750.0000 570,000.00 94.000 70,500.00 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 85.000 10,455.00 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 18,058.000 49,117.76 478,246.000 1,300,829.12 SF) 46 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6500 451,045.90 130,986.000 347,112.90 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 43,241.000 523,216.10 F) 53 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6200 46,878.82 43,241.000 26,809.42 SF) 54 FURNISH LAMINATED PANEL SIGN M2 185.0000 33,300.00 169.000 31,265.00 (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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.600 14,668.00 21.000 40,530.00 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 57.000 1,995.00 380.000 13,300.00 65 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 91,200.00 0.200 57.00 317.800 90,573.00 66 600 MM ALTERNATIVE PIPE CULVERT M 340.0000 336,600.00 18.400 6,256.00 906.270 308,131.80 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 66,000.00 207.000 12,420.00 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 4,853.750 12,134.38 77 CLASS 1 PERMEABLE MATERIAL M3 70.0000 56,000.00 916.850 64,179.50 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 53,859.40 148.000 540.20 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 91.000 6,916.00 1,883.300 143,130.80 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 9.000 295.20 488.000 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 1.000 3,325.00 7.000 23,275.00 S) 11 TERMINAL SYSTEM (TYPE CAT) EA 4,835.0000 9,670.00 1.000 4,835.00 S) PROGRAM CAS145 PAGE 9 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 322,200.00 756.000 136,080.00 1,355.300 243,954.00 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 138,595.00 166.000 43,990.00 352.000 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 304,575.00 192.000 148,800.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 58,356.280 46,685.02 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 2,952.000 11,217.60 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 0.000 0.00 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 0.000 0.00 S) (LOCATION 1) 51 MICROWAVE VEHICLE DETECTION SYSTEM LS 28,400.0000 28,400.00 0.000 0.00 S) (LOCATION 2) 52 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 3) 53 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 4) 54 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 5) 55 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 S) (LOCATION 6) 56 MICROWAVE VEHICLE DETECTION SYSTEM LS 20,450.0000 20,450.00 0.000 0.00 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 0.600 11,340.00 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 0.007 2,653.70 0.781 296,077.10 S) 64 WIRELESS DATA COMMUNICATION SYSTEM LS 97,100.0000 97,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-447804 TIME 03:06 PM ESTIMATE NO. 32 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 12/20/10 R.E. NAME: KAUSI AMUTH DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 812,747.57 35,081,276.24 ADJUSTMENT OF COMPENSATION 11,390.23 1,901,549.63 EXTRA WORK 120,734.80 1,588,880.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 944,872.60 38,571,706.03 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 944,872.60 41,321,706.03 MATERIALS ON HAND ON SITE 570,858.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,402.70 TOTAL 944,872.60 41,891,161.63 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 02/15/12 548 67 41 0 83% 79% PROGRESS IS SATISFACTORY KAUSI AMUTH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/10