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 09/24/07 EST. NO.01 TIME 01:50 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 0001 345.88 E.W. @ F.A.(+) 082307 N 0001.0 0002 342.48 082707 N 0002.0 0003 113.69 090407 N 0005.0 0004 863.70 090607 N 0006.0 0005 722.03 090707 N 0007.0 0006 807.30 091007 N 0008.0 0007 863.70 091107 N 0009.0 0008 750.47 091207 N 0014.0 0009 575.80 091307 N 0015.0 0010 463.02 091407 N 0016.0 0011 925.45 090707 N 0019.0 003 0001 6,267.51 E.W. @ U.P (+) 092007 N 0001 0 13,041.03 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 13,041.03 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 09/24/07 EST. NO.01 TIME 01:50 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 -5,940.00 -5,940.00 TOTAL DEDUCTIONS -5,940.00 -5,940.00 PROGRAM CAS145 PAGE 1 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:50 PM ESTIMATE NO. 01 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 09/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/24/07 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 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 12,914.0000 12,914.00 0.030 387.42 0.030 387.42 03 PREPARE STORM WATER POLLUTION LS 1,243.0000 1,243.00 0.500 621.50 0.500 621.50 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 0.000 0.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,620.0000 6,480.00 1.000 1,620.00 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 0.070 840.00 0.070 840.00 11 CONSTRUCTION AREA SIGNS LS 6,321.0000 6,321.00 0.720 4,551.12 0.720 4,551.12 S) 12 TRAFFIC CONTROL SYSTEM LS 75,625.0000 75,625.00 0.080 6,050.00 0.080 6,050.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 2,520.00 1,685.000 1,685.00 1,685.000 1,685.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 32.8500 8,212.50 100.000 3,285.00 100.000 3,285.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,387.0000 42,387.00 0.080 3,390.96 0.080 3,390.96 S) 16 REMOVE FENCE M 6.7500 42,187.50 4,100.000 27,675.00 4,100.000 27,675.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 31.6000 11,060.00 316.400 9,998.24 316.400 9,998.24 S) 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.3000 4,554.00 291.000 960.30 291.000 960.30 S) 19 REMOVE PAVEMENT MARKER EA 2.2000 121.00 14.000 30.80 14.000 30.80 S) 20 REMOVE ROADSIDE SIGN EA 82.1000 821.00 3.000 246.30 3.000 246.30 21 REMOVE CULVERT M 96.7000 15,472.00 61.500 5,947.05 61.500 5,947.05 22 REMOVE HEADWALL EA 1,278.0000 2,556.00 1.000 1,278.00 1.000 1,278.00 PROGRAM CAS145 PAGE 2 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:50 PM ESTIMATE NO. 01 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 09/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.000 0.00 26 REMOVE DELINEATOR EA 10.9500 503.70 0.000 0.00 27 REMOVE OBJECT MARKER EA 10.9500 120.45 0.000 0.00 28 RECONSTRUCT FENCE (TYPE BW) M 38.3000 8,043.00 0.000 0.00 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 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 0.800 21,940.00 0.800 21,940.00 35 ROADWAY EXCAVATION M3 13.5000 712,800.00 10,000.000 135,000.00 10,000.000 135,000.00 36 HIGHWAY PLANTING LS 12,042.0000 12,042.00 0.000 0.00 S) 37 DUFF M2 2.1000 17,010.00 2,100.000 4,410.00 2,100.000 4,410.00 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 587,430.00 734.100 40,302.09 734.100 40,302.09 49 ASPHALT CONCRETE (TYPE A) TONN 88.1000 681,013.00 438.820 38,660.04 438.820 38,660.04 PROGRAM CAS145 PAGE 3 DATE 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:50 PM ESTIMATE NO. 01 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 09/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 54 CLASS 2 CONCRETE (STRUCTURE) M3 1,236.0000 262,032.00 22.000 27,192.00 22.000 27,192.00 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 2,082.000 6,558.30 2,082.000 6,558.30 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 49.200 17,773.50 49.200 17,773.50 61 2550 MM ALTERNATIVE PIPE CULVERT M 1,365.3000 32,767.20 0.000 0.00 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 0.000 0.00 64 450 MM CORRUGATED STEEL PIPE M 300.0000 3,000.00 0.000 0.00 (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 0.000 0.00 70 450 MM ALTERNATIVE FLARED END SECTION EA 312.7500 1,876.50 0.000 0.00 71 600 MM ALTERNATIVE FLARED END SECTION EA 360.3000 4,323.60 0.000 0.00 72 ROCK SLOPE PROTECTION M3 176.0000 42,240.00 0.000 0.00 (FACING, METHOD B) 73 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 5.3000 3,021.00 0.000 0.00 74 FENCE (TYPE BW, 4-STRAND, METAL POST) M 28.6000 78,364.00 1,503.000 42,985.80 1,503.000 42,985.80 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 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:50 PM ESTIMATE NO. 01 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 09/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 09/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A5504 TIME 01:50 PM ESTIMATE NO. 01 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 09/20/07 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 405,213.99 405,213.99 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,041.03 13,041.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 418,255.02 418,255.02 80 MOBILIZATION LS 160,000.0000 160,000.00 0.750 120,000.00 0.750 120,000.00 ORIGINAL CONTRACT AMOUNT 3,362,102.75 TOTAL WORK COMPLETED 538,255.02 538,255.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,940.00 -5,940.00 TOTAL 532,315.02 532,315.02 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 00/00/00 08/27/07 05/14/09 13 5 0 0 16% 8% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/07