PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/23/07 EST. NO.02 TIME 01:55 PM R.E. NAME: LEW, MIKE 05-0A5504 --------------------------------------------------------------------------- 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 0012 1,594.45 E.W. @ F.A.(+) 091707 N 0020.0 0013 1,435.36 091807 N 0021.0 0014 250.47 091707 N 0022.0 0015 250.47 091807 N 0023.0 0016 250.47 091907 N 0032.0 0017 250.47 092007 N 0033.0 0018 1,095.65 091907 N 0034.0 0019 1,105.73 092007 N 0035.0 0020 604.22 092107 N 0036.0 0021 1,579.45 092207 N 0040.0 0022 812.41 092307 N 0041.0 0023 575.80 092407 N 0047.0 0024 491.44 092507 N 0060.0 0025 227.38 092107 N 0062.0 0026 491.44 092607 N 0063.0 0027 679.41 092707 N 0064.0 0028 434.59 092807 N 0065.0 0029 497.12 092907 N 0066.0 0030 574.41 093007 N 0067.0 0031 177.74 091707 N 0068.0 0032 177.74 091807 N 0069.0 0033 177.74 091907 N 0070.0 0034 177.74 092007 N 0071.0 0035 1,824.91 092107 N 0037.0 0036 6,043.10 092107 N 0038.0 0037 865.56 092107 N 0039.0 0046 697.75 100107 N 0076.0 0047 744.53 100207 N 0077.0 0048 472.19 100307 N 0078.0 0049 1,261.89 100307 N 0079.0 0050 697.75 100407 N 0080.0 0051 731.26 100407 N 0081.0 0052 509.78 100507 N 0082.0 0054 1,053.16 092507 N 0084.0 0055 1,053.16 092607 N 0085.0 0056 238.75 100307 N 0086.0 0057 723.96 100807 N 0087.0 0058 802.92 100907 N 0088.0 0059 641.81 101007 N 0092.0 0060 679.41 101107 N 0093.0 002 0001 2,585.04 E.W. @ F.A.(+) 083007 N 0003.0 0002 3,750.09 083107 N 0004.0 0003 1,201.05 090507 N 0010.0 0005 2,697.85 091207 N 0030.0 0006 1,795.86 091307 N 0031.0 0007 307.58 092507 N 0049.0 0008 2,235.89 091107 N 29-2 0 0009 4,853.81 083107 N 0051.0 003 0002 4,003.20 E.W. @ U.P (+) 101907 N 0002 0 005 0001 21,021.11 E.W. @ F.A.(+) 090707 N 0011.0 0002 2,667.87 091707 N 0024.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/23/07 EST. NO.02 TIME 01:55 PM R.E. NAME: LEW, MIKE 05-0A5504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 8,036.07 091807 N 0025.0 0004 17,839.38 091907 N 0028.0 0005 1,570.83 092107 N 0042.0 0006 775.80 092507 N 0050.0 0007 87.55 091807 N 0072.0 0008 1,416.97 092507 N 0073.0 0009 5,658.07 092607 N 0074.0 0010 1,007.27 100807 N 0089.0 0011 1,500.32 091907 N 0090.0 0012 2,884.88 100407 N 0091.0 0016 156.44 092407 N 05 0 0020 367.41 092807 N 09 0 007 0001 2,062.48 E.W. @ F.A.(+) 091007 N 0012.0 0002 1,504.63 091407 N 0018.0 0003 1,669.71 091907 N 0043.0 0004 286.60 092107 N 0046.0 0005 1,831.76 092407 N 0048.0 0006 225.57 091107 N 0013.0 0008 4,914.00 091907 N 45 0 0009 254.73 092607 N 0075.0 0010 1,158.47 091707 N 0026.0 0011 672.75 092007 N 0044.0 0017 847.13 091307 N 0017-1 0032 24,434.72 101807 N 0102.0 161,236.48 TOTAL THIS ESTIMATE 13,041.03 TOTAL PREVIOUS ESTIMATE 174,277.51 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/23/07 EST. NO.02 TIME 01:55 PM R.E. NAME: LEW, MIKE 05-0A5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 034 -5,940.00 01 OVERBID ITEM NO. 034 -1,485.00 02 -1,485.00 -7,425.00 TOTAL DEDUCTIONS -1,485.00 -7,425.00 PROGRAM CAS145 PAGE 1 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:55 PM ESTIMATE NO. 02 BID OPENING 07/03/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/23/07 LOCATION PROGRESS ESTIMATE 05-SLO-166-42.5/45.1 ----------------- UNION ASPHALT INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 1280 NEW CUYAMA FROM 3.9 KM TO 5.8 KM SANTA MARIA CA 93456 AND FROM 7.4 KM TO 8.1 KM EAST OF GIFFORD CREEK BRIDGE FED. AID NO. ACST-P166(26)E ,PH-P166(26)E REALIGN HORIZONTAL CURVES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 22.5000 9,675.00 22.000 495.00 22.000 495.00 02 CONSTRUCTION SITE MANAGEMENT LS 12,914.0000 12,914.00 0.050 645.70 0.080 1,033.12 03 PREPARE STORM WATER POLLUTION LS 1,243.0000 1,243.00 0.030 37.29 0.530 658.79 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 32.0000 3,840.00 0.000 0.00 05 TEMPORARY SILT FENCE M 8.2500 6,930.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,576.0000 5,152.00 1.000 2,576.00 1.000 2,576.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,620.0000 6,480.00 1.000 1,620.00 08 TEMPORARY COVER M2 22.3500 11,175.00 0.000 0.00 09 TEMPORARY CHECK DAM M 154.0000 1,848.00 0.000 0.00 10 STREET SWEEPING LS 12,000.0000 12,000.00 0.120 1,440.00 0.190 2,280.00 11 CONSTRUCTION AREA SIGNS LS 6,321.0000 6,321.00 0.020 126.42 0.740 4,677.54 S) 12 TRAFFIC CONTROL SYSTEM LS 75,625.0000 75,625.00 0.110 8,318.75 0.190 14,368.75 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 2,520.00 740.000 740.00 2,425.000 2,425.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 32.8500 8,212.50 18.000 591.30 118.000 3,876.30 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,387.0000 42,387.00 0.110 4,662.57 0.190 8,053.53 S) 16 REMOVE FENCE M 6.7500 42,187.50 1,420.000 9,585.00 5,520.000 37,260.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 31.6000 11,060.00 140.700 4,446.12 457.100 14,444.36 S) 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.3000 4,554.00 291.000 960.30 S) 19 REMOVE PAVEMENT MARKER EA 2.2000 121.00 14.000 30.80 S) 20 REMOVE ROADSIDE SIGN EA 82.1000 821.00 7.000 574.70 10.000 821.00 21 REMOVE CULVERT M 96.7000 15,472.00 72.000 6,962.40 133.500 12,909.45 22 REMOVE HEADWALL EA 1,278.0000 2,556.00 1.000 1,278.00 2.000 2,556.00 PROGRAM CAS145 PAGE 2 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:55 PM ESTIMATE NO. 02 BID OPENING 07/03/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOWNDRAIN M 46.9500 563.40 6.700 314.57 24 REMOVE STRUCTURAL SECTION M3 23.0000 9,890.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 328.0000 984.00 3.000 984.00 3.000 984.00 26 REMOVE DELINEATOR EA 10.9500 503.70 46.000 503.70 46.000 503.70 27 REMOVE OBJECT MARKER EA 10.9500 120.45 11.000 120.45 11.000 120.45 28 RECONSTRUCT FENCE (TYPE BW) M 38.3000 8,043.00 29.000 1,110.70 29.000 1,110.70 S) 29 RESET OBJECT MARKER EA 21.9000 197.10 0.000 0.00 30 RELOCATE GATE EA 1,511.0000 12,088.00 1.000 1,511.00 S) 31 RELOCATE ROADSIDE SIGN EA 164.2000 164.20 0.000 0.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.4500 30,315.00 0.000 0.00 S) 33 REMOVE BOX CULVERT M 67.6364 744.00 0.000 0.00 34 CLEARING AND GRUBBING LS 27,425.0000 27,425.00 0.200 5,485.00 1.000 27,425.00 35 ROADWAY EXCAVATION M3 13.5000 712,800.00 37,520.000 506,520.00 47,520.000 641,520.00 36 HIGHWAY PLANTING LS 12,042.0000 12,042.00 0.000 0.00 S) 37 DUFF M2 2.1000 17,010.00 6,000.000 12,600.00 8,100.000 17,010.00 S) 38 STRAW (EROSION CONTROL) TONN 437.9000 6,568.50 0.000 0.00 S) 39 FIBER (EROSION CONTROL) KG 0.6500 1,755.00 0.000 0.00 S) 40 FIBER ROLLS M 9.8500 43,635.50 0.000 0.00 S) 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,095.0000 2,190.00 0.000 0.00 S) 42 PURE LIVE SEED (EROSION CONTROL) KG 171.9000 37,818.00 0.000 0.00 S) 43 STABILIZING EMULSION (EROSION CONTROL) KG 3.8500 1,694.00 0.000 0.00 S) 44 EROSION CONTROL (JUTE MESH) M2 3.7000 29,600.00 0.000 0.00 S) 45 PLANT ESTABLISHMENT WORK LS 10,950.0000 10,950.00 0.000 0.00 S) 46 TEMPORARY IRRIGATION SYSTEM LS 12,042.0000 12,042.00 0.000 0.00 S) 47 150 MM PLASTIC PIPE (PR 200) M 107.4000 4,081.20 0.000 0.00 F) (SUPPLY LINE) 48 CLASS 2 AGGREGATE BASE M3 54.9000 587,430.00 3,394.980 186,384.40 4,129.080 226,686.49 49 ASPHALT CONCRETE (TYPE A) TONN 88.1000 681,013.00 790.700 69,660.67 1,229.520 108,320.71 PROGRAM CAS145 PAGE 3 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:55 PM ESTIMATE NO. 02 BID OPENING 07/03/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 225.0000 4,275.00 0.000 0.00 AREA) 51 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0500 5,781.00 0.000 0.00 52 SHOULDER RUMBLE STRIP STA 807.7000 9,692.40 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 53 ASPHALTIC EMULSION (PAINT BINDER) TONN 950.4000 12,355.20 0.080 76.03 0.080 76.03 54 CLASS 2 CONCRETE (STRUCTURE) M3 1,236.0000 262,032.00 35.700 44,125.20 57.700 71,317.20 F) 55 CLASS 4 CONCRETE (BACKFILL) M3 335.1500 2,681.20 0.000 0.00 56 MINOR CONCRETE (BACKFILL) M3 236.1500 2,597.65 0.000 0.00 57 BAR REINFORCING STEEL KG 3.1500 60,795.00 3,409.000 10,738.35 5,491.000 17,296.65 SF) 58 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.4000 197.10 0.000 0.00 (1.6 MM-UNFRAMED) 59 ROADSIDE SIGN - ONE POST EA 273.7000 273.70 0.000 0.00 60 600 MM ALTERNATIVE PIPE CULVERT M 361.2500 75,862.50 107.200 38,726.00 156.400 56,499.50 61 2550 MM ALTERNATIVE PIPE CULVERT M 1,365.3000 32,767.20 6.000 8,191.80 6.000 8,191.80 62 300 MM PLASTIC PIPE M 59.5000 3,391.50 0.000 0.00 63 600 MM REINFORCED CONCRETE PIPE M 300.3000 6,606.60 22.000 6,606.60 22.000 6,606.60 64 450 MM CORRUGATED STEEL PIPE M 300.0000 3,000.00 18.000 5,400.00 18.000 5,400.00 (1.63 MM THICK) 65 2120 MM STRUCTURAL STEEL PLATE PIPE M 4,742.0000 28,452.00 0.000 0.00 (3.56 MM THICK) 66 300 MM ENTRANCE TAPER EA 361.3000 1,806.50 0.000 0.00 67 300 MM DOWNDRAIN SLIP JOINT EA 454.5000 2,272.50 0.000 0.00 68 300 MM ANCHOR ASSEMBLY EA 420.0000 2,100.00 0.000 0.00 69 600 MM CONCRETE FLARED END SECTION EA 2,560.0000 5,120.00 2.000 5,120.00 2.000 5,120.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 312.7500 1,876.50 4.000 1,251.00 4.000 1,251.00 71 600 MM ALTERNATIVE FLARED END SECTION EA 360.3000 4,323.60 7.000 2,522.10 7.000 2,522.10 72 ROCK SLOPE PROTECTION M3 176.0000 42,240.00 74.900 13,182.40 74.900 13,182.40 (FACING, METHOD B) 73 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 5.3000 3,021.00 162.800 862.84 162.800 862.84 74 FENCE (TYPE BW, 4-STRAND, METAL POST) M 28.6000 78,364.00 960.000 27,456.00 2,463.000 70,441.80 S) 75 DELINEATOR (CLASS 1) EA 32.8500 886.95 0.000 0.00 76 OBJECT MARKERS (TYPE OM2-2V) EA 38.3000 842.60 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:55 PM ESTIMATE NO. 02 BID OPENING 07/03/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 THERMOPLASTIC TRAFFIC STRIPE M 1.1000 10,648.00 0.000 0.00 S) (SPRAYABLE) 78 PAVEMENT MARKER (RETROREFLECTIVE) TYPE D EA 5.5000 1,870.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 5.5000 1,210.00 0.000 0.00 S) TYPE H) PROGRAM CAS145 PAGE 5 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:55 PM ESTIMATE NO. 02 BID OPENING 07/03/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 990,106.49 1,395,320.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 161,236.48 174,277.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,151,342.97 1,569,597.99 80 MOBILIZATION LS 160,000.0000 160,000.00 0.200 32,000.00 0.950 152,000.00 ORIGINAL CONTRACT AMOUNT 3,362,102.75 TOTAL WORK COMPLETED 1,183,342.97 1,721,597.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,485.00 -7,425.00 TOTAL 1,181,857.97 1,714,172.99 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 034 CLEARING AND GRUBBING 20,000.00 27,425.00 7,425.00 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/09/07 420 09/04/07 08/27/07 05/14/09 33 5 0 0 50% 19% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/07