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 12/26/07 EST. NO.04 TIME 01:01 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 0081 605.54 E.W. @ F.A.(+) 103107 N 0117.0 0082 684.50 110107 N 0118.0 0083 477.48 110207 N 0119.0 0084 302.11 110607 N 0134.0 0085 320.90 110707 N 0135.0 0086 813.24 110807 N 0136.0 0087 605.31 110807 N 0137.0 0088 849.94 110907 N 0138.0 0089 849.94 111307 N 0139.0 0090 813.25 111407 N 0140.0 0091 645.02 110507 N 0141.0 0092 322.51 110607 N 0142.0 0093 342.25 110707 N 0143.0 0094 381.72 110807 N 0144.0 0095 342.25 110907 N 0145.0 0096 342.25 111307 N 0146.0 0097 500.61 111507 N 0157.0 0098 434.59 111607 N 0158.0 0099 406.17 111907 N 0159.0 0100 235.65 112907 N 0166.0 0101 369.48 113007 N 0167.0 0102 397.90 120407 N 0168.0 002 0019 1,975.77 E.W. @ F.A.(+) 103107 N 5-2 0 0020 213.51 102607 N 2-2 0 0021 999.37 110107 N 0131.0 0022 3,292.19 110207 N 0132.0 0023 3,122.61 110507 N 0150.0 0024 1,224.12 111507 N 0156.0 0025 2,267.03 110907 N 0162.0 0026 1,441.85 110807 N 0153.0 0027 1,824.73 111407 N 0155.0 0028 3,501.20 111307 N 0154.0 0029 4,534.76 112907 N 0170.0 0030 1,005.90 113007 N 0171.0 005 0035 449.15 E.W. @ F.A.(+) 101507 N 15 0 0035-1 -449.15 101507 N 15 0 DAO CORRECTING ENTRY 006 0004 3,307.53 E.W. @ F.A.(+) 112707 N 0174.0 007 0044 2,277.41 E.W. @ F.A.(+) 110707 N 25 0 0045 1,494.56 110607 N 26 0 0046 1,708.06 110507 N 27 0 0048 506.45 111407 N 0149.0 0049 7,402.77 110907 N 29 0 0050 1,100.74 111307 N 030 0 0051 2,365.88 111507 N 031 0 0052 613.59 111607 N 032 0 0053 35.66 101607 N 0176.0 0054 313.47 101707 N 0177.0 0055 1,341.66 112107 N 0178.0 0057 850.92 110807 N 147-10 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 12/26/07 EST. NO.04 TIME 01:01 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 --------------------------------------------------------------------------- 59,764.35 TOTAL THIS ESTIMATE 320,188.87 TOTAL PREVIOUS ESTIMATE 379,953.22 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 12/26/07 EST. NO.04 TIME 01:01 PM R.E. NAME: LEW, MIKE 05-0A5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 03 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 034 -5,940.00 01 OVERBID ITEM NO. 034 -1,485.00 02 0.00 -7,425.00 TOTAL DEDUCTIONS 0.00 -17,425.00 PROGRAM CAS145 PAGE 1 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:01 PM ESTIMATE NO. 04 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 12/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/26/07 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 02 CONSTRUCTION SITE MANAGEMENT LS 12,914.0000 12,914.00 0.040 516.56 0.170 2,195.38 03 PREPARE STORM WATER POLLUTION LS 1,243.0000 1,243.00 0.580 720.94 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 32.0000 3,840.00 -442.000 -14,144.00 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 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 0.090 1,080.00 0.410 4,920.00 11 CONSTRUCTION AREA SIGNS LS 6,321.0000 6,321.00 0.020 126.42 0.780 4,930.38 S) 12 TRAFFIC CONTROL SYSTEM LS 75,625.0000 75,625.00 0.100 7,562.50 0.420 31,762.50 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 2,520.00 2,425.000 2,425.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 32.8500 8,212.50 118.000 3,876.30 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,387.0000 42,387.00 0.090 3,814.83 0.410 17,378.67 S) 16 REMOVE FENCE M 6.7500 42,187.50 5,597.000 37,779.75 S) 17 REMOVE METAL BEAM GUARD RAILING M 31.6000 11,060.00 457.100 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 10.000 821.00 21 REMOVE CULVERT M 96.7000 15,472.00 18.000 1,740.60 151.500 14,650.05 22 REMOVE HEADWALL EA 1,278.0000 2,556.00 2.000 2,556.00 PROGRAM CAS145 PAGE 2 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:01 PM ESTIMATE NO. 04 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 12/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 234.75 11.700 549.32 24 REMOVE STRUCTURAL SECTION M3 23.0000 9,890.00 233.000 5,359.00 25 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 328.0000 984.00 3.000 984.00 26 REMOVE DELINEATOR EA 10.9500 503.70 46.000 503.70 27 REMOVE OBJECT MARKER EA 10.9500 120.45 11.000 120.45 28 RECONSTRUCT FENCE (TYPE BW) M 38.3000 8,043.00 209.300 8,016.19 262.500 10,053.75 S) 29 RESET OBJECT MARKER EA 21.9000 197.10 0.000 0.00 30 RELOCATE GATE EA 1,511.0000 12,088.00 2.000 3,022.00 6.000 9,066.00 S) 31 RELOCATE ROADSIDE SIGN EA 164.2000 164.20 0.000 0.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.4500 30,315.00 934.000 6,024.30 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 1.000 27,425.00 35 ROADWAY EXCAVATION M3 13.5000 712,800.00 1,056.000 14,256.00 52,800.000 712,800.00 36 HIGHWAY PLANTING LS 12,042.0000 12,042.00 0.000 0.00 S) 37 DUFF M2 2.1000 17,010.00 8,100.000 17,010.00 S) 38 STRAW (EROSION CONTROL) TONN 437.9000 6,568.50 6.000 2,627.40 6.000 2,627.40 S) 39 FIBER (EROSION CONTROL) KG 0.6500 1,755.00 1,786.000 1,160.90 1,786.000 1,160.90 S) 40 FIBER ROLLS M 9.8500 43,635.50 3,971.000 39,114.35 3,971.000 39,114.35 S) 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,095.0000 2,190.00 1.000 1,095.00 S) 42 PURE LIVE SEED (EROSION CONTROL) KG 171.9000 37,818.00 141.000 24,237.90 141.000 24,237.90 S) 43 STABILIZING EMULSION (EROSION CONTROL) KG 3.8500 1,694.00 286.000 1,101.10 286.000 1,101.10 S) 44 EROSION CONTROL (JUTE MESH) M2 3.7000 29,600.00 2,800.000 10,360.00 8,800.000 32,560.00 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 38.000 4,081.20 F) (SUPPLY LINE) 48 CLASS 2 AGGREGATE BASE M3 54.9000 587,430.00 10,218.420 560,991.26 49 ASPHALT CONCRETE (TYPE A) TONN 88.1000 681,013.00 7,670.450 675,766.65 PROGRAM CAS145 PAGE 3 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:01 PM ESTIMATE NO. 04 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 12/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.200 3,645.00 AREA) 51 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0500 5,781.00 812.500 5,728.13 52 SHOULDER RUMBLE STRIP STA 807.7000 9,692.40 11.600 9,369.32 11.600 9,369.32 (AC, GROUND-IN INDENTATIONS) 53 ASPHALTIC EMULSION (PAINT BINDER) TONN 950.4000 12,355.20 11.300 10,739.52 22.680 21,555.07 54 CLASS 2 CONCRETE (STRUCTURE) M3 1,236.0000 262,032.00 72.800 89,980.80 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 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 75,862.50 156.400 56,499.50 61 2550 MM ALTERNATIVE PIPE CULVERT M 1,365.3000 32,767.20 4.000 5,461.20 24.000 32,767.20 62 300 MM PLASTIC PIPE M 59.5000 3,391.50 29.000 1,725.50 67.400 4,010.30 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 (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 2.000 722.60 5.000 1,806.50 67 300 MM DOWNDRAIN SLIP JOINT EA 454.5000 2,272.50 2.000 909.00 5.000 2,272.50 68 300 MM ANCHOR ASSEMBLY EA 420.0000 2,100.00 3.000 1,260.00 5.000 2,100.00 69 600 MM CONCRETE FLARED END SECTION EA 2,560.0000 5,120.00 2.000 5,120.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 312.7500 1,876.50 6.000 1,876.50 71 600 MM ALTERNATIVE FLARED END SECTION EA 360.3000 4,323.60 1.000 360.30 12.000 4,323.60 72 ROCK SLOPE PROTECTION M3 176.0000 42,240.00 138.600 24,393.60 243.600 42,873.60 (FACING, METHOD B) 73 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 5.3000 3,021.00 300.500 1,592.65 556.500 2,949.45 74 FENCE (TYPE BW, 4-STRAND, METAL POST) M 28.6000 78,364.00 49.600 1,418.56 2,695.200 77,082.72 S) 75 DELINEATOR (CLASS 1) EA 32.8500 886.95 26.000 854.10 26.000 854.10 76 OBJECT MARKERS (TYPE OM2-2V) EA 38.3000 842.60 26.000 995.80 26.000 995.80 PROGRAM CAS145 PAGE 4 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:01 PM ESTIMATE NO. 04 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 12/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,583.000 11,641.30 S) (SPRAYABLE) 78 PAVEMENT MARKER (RETROREFLECTIVE) TYPE D EA 5.5000 1,870.00 364.000 2,002.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 5.5000 1,210.00 218.000 1,199.00 S) TYPE H) PROGRAM CAS145 PAGE 5 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:01 PM ESTIMATE NO. 04 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 12/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 158,023.05 2,686,729.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 59,764.35 379,953.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 217,787.40 3,066,682.57 80 MOBILIZATION LS 160,000.0000 160,000.00 1.000 160,000.00 ORIGINAL CONTRACT AMOUNT 3,362,102.75 TOTAL WORK COMPLETED 217,787.40 3,226,682.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -17,425.00 TOTAL 217,787.40 3,209,257.57 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 70 6 0 0 91% 41% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/07