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 05/24/10 EST. NO.10 TIME 04:45 PM R.E. NAME: LEW, MIKE 05-0K5704 --------------------------------------------------------------------------- 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 0006 449.99 E.W. @ F.A.(+) 040210 N 402100 0007 385.70 040110 N 401100 0009 254.67 033010 N 330101 0011 254.67 032910 N 329101 0016 503.50 031410 N 314100 0017 254.86 031510 N 315101 0019 382.29 030810 N 308100 0023 3,263.56 032610 N J18051 0024 1,691.33 041010 N 410100 0025 1,673.19 041510 N 415100 0029 61.66 040910 N 409101 0030 319.97 041310 N 413102 0031 189.81 041410 N 414100 0032 643.69 040810 N 408100 0034 101.53 040910 N 409104 0035 388.13 041010 N 410101 0036 191.80 041910 N 419100 0037 57.50 041910 N 419101 0038 387.37 043010 N 430102 0039 1,779.24 042710 N 427101 0040 399.42 042610 N 426100 0041 407.50 050310 N 5310 0 0042 391.99 050510 N 5510 0 0043 129.12 050410 N 5410 0 0044 391.99 050610 N 4261 0 0045 496.29 031110 N 091912 0047 5,056.59 041910 N J18052 0048 3,541.89 042610 N J18053 0050 77.28 031010 N 4259 0 009 0006 3,848.97 E.W. @ F.A.(+) 120209 N 120209 014 0003 6,243.77 E.W. @ F.A.(+) 043010 N 430100 0004 784.36 042710 N 427100 0008 983.65 122909 N 091903 0009 1,611.50 020910 N 091911 016 0002 555.59 E.W. @ F.A.(+) 021710 N 217100 0005 2,462.55 021010 N 210101 0006 710.57 021010 N 021010 018 0001 347.24 E.W. @ F.A.(+) 043010 N 430101 0003 3,414.55 042810 N 428100 0004 2,656.57 040810 N 408101 47,745.85 TOTAL THIS ESTIMATE 16,475.16 TOTAL PREVIOUS ESTIMATE 64,221.01 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 05/24/10 EST. NO.10 TIME 04:45 PM R.E. NAME: LEW, MIKE 05-0K5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SUBMITTAL -13,701.84 04 CPM SUBMITTAL 13,701.84 05 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 10 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 04:45 PM ESTIMATE NO. 10 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/24/10 LOCATION PROGRESS ESTIMATE 05-SLO-101-0.7/31.7 ----------------- C AND W CONSTRUCTION IN SAN LUIS OBISPO CO NEAR SANTA SPECIALTIES INC MARIA AT VARIOUS LOCATIONS FROM 2419 PALMA DRIVE ROUTE 101/166 EAST SEPARATION TO VENTURA CA 93003 1.0 KM NORTH OF RESERVIOR CANYON FED. AID NO. ACHS-Q101(154)E ,NHG-Q101(154)E GUARDRAIL AND CRASH CUSHIONS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 281.4000 281.40 0.165 46.43 0.660 185.72 03 PREPARE STORM WATER POLLUTION LS 2,103.5000 2,103.50 0.066 138.83 0.764 1,607.07 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 12.1800 5,846.40 480.030 5,846.77 05 TEMPORARY SILT FENCE M 6.9200 173.00 25.000 173.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 225.1200 675.36 3.000 675.36 07 STREET SWEEPING LS 1,500.0000 1,500.00 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 762.0000 762.00 0.085 64.77 0.660 502.92 09 CONSTRUCTION AREA SIGNS LS 11,030.8800 11,030.88 0.025 275.77 0.798 8,802.64 10 TRAFFIC CONTROL SYSTEM LS 169,156.5800 169,156.58 0.085 14,378.31 0.660 111,643.34 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0100 7,592.30 198.000 6,535.98 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,582.0000 36,582.00 0.085 3,109.47 0.660 24,144.12 13 TEMPORARY RAILING (TYPE K) M 58.0400 34,824.00 36.600 2,124.26 500.200 29,031.61 14 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 1,402.6400 8,415.84 6.000 8,415.84 15 TEMPORARY CRASH CUSHION MODULE EA 64.1400 40,408.20 14.000 897.96 546.000 35,020.44 16 REMOVE OBJECT MARKER EA 6.7500 202.50 0.000 0.00 17 REMOVE METAL BEAM GUARD RAILING M 10.9800 7,795.80 87.630 962.18 836.890 9,189.05 18 REMOVE ASPHALT CONCRETE DIKE M 5.1200 9,318.40 1,287.400 6,591.49 1,287.400 6,591.49 19 REMOVE CULVERT M 872.3500 1,046.82 1.200 1,046.82 1.200 1,046.82 20 REMOVE INLET EA 647.2200 1,294.44 2.000 1,294.44 2.000 1,294.44 21 RECONSTRUCT METAL BEAM GUARD RAILING M 41.7300 20,865.00 30.480 1,271.93 376.900 15,728.04 (STEEL POST) 22 RECONSTRUCT METAL BEAM GUARD RAILING M 52.1500 6,258.00 114.290 5,960.22 (2.1M STEEL POST) PROGRAM CAS145 PAGE 2 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 04:45 PM ESTIMATE NO. 10 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 65.4500 1,243.55 19.000 1,243.55 (2.4M STEEL POST) 24 RESET ROADSIDE SIGN EA 140.7200 422.16 2.000 281.44 25 DECREASE HEIGHT OF EXISTING CONCRETE M 36.5900 6,586.20 47.000 1,719.73 69.000 2,524.71 CURB 26 REMOVE CONCRETE CURB M 52.0600 2,863.30 0.000 0.00 27 REMOVE RAILING M 24.8500 894.60 35.860 891.12 28 REMOVE CRASH CUSHION (TYPE GREAT) EA 1,772.8200 7,091.28 4.000 7,091.28 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 3,517.5000 3,517.50 1.000 3,517.50 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,517.5000 3,517.50 1.000 3,517.50 31 BRIDGE REMOVAL (PORTION), LOCATION C LS 3,517.5000 3,517.50 1.000 3,517.50 32 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 701.7000 701.70 1.000 701.70 33 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.571 2,855.00 34 ROADWAY EXCAVATION M3 253.2600 30,391.20 102.480 25,954.08 35 IMPORTED BORROW M3 605.0100 4,840.08 0.000 0.00 36 IMPORTED MATERIAL (SHOULDER BACKING) TONN 302.5100 2,420.08 0.000 0.00 37 PRUNE EXISTING PLANTS LS 417.5000 417.50 0.000 0.00 38 EROSION CONTROL (TYPE D) M2 0.9800 2,450.00 0.000 0.00 39 IRRIGATION SYSTEM LS 44,852.3500 44,852.35 0.000 0.00 40 CLASS 2 AGGREGATE BASE M3 209.6500 19,078.15 2.750 576.54 70.440 14,767.75 41 HOT MIX ASPHALT (TYPE A) TONN 218.0900 32,713.50 89.000 19,410.01 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 49.2500 6,402.50 125.600 6,185.80 125.600 6,185.80 AREA) 43 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.5000 2,660.00 0.000 0.00 44 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.5000 15,390.00 0.000 0.00 45 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 802.0000 24,461.00 27.000 21,654.00 46.870 37,589.74 PILING 46 610 MM CAST-IN-DRILLED HOLE CONCRETE M 330.3400 30,721.62 88.200 29,135.99 PILING (GUARD RAILING) 47 MINOR CONCRETE (MINOR STRUCTURE) M3 4,298.0800 198,141.49 54.270 233,256.80 F) 48 DRILL AND BOND DOWEL M 98.4900 3,841.11 17.680 1,741.30 40.500 3,988.85 49 FURNISH SINGLE SHEET ALUMINUM SIGN M2 154.7692 201.20 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 04:45 PM ESTIMATE NO. 10 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADSIDE SIGN - ONE POST EA 281.4000 281.40 0.000 0.00 51 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 256.0800 6,402.00 27.210 6,967.94 (1.63 MM THICK) 52 300 MM ANCHOR ASSEMBLY EA 457.2800 914.56 2.000 914.56 53 ROCK SLOPE PROTECTION M3 506.5200 2,026.08 3.600 1,823.47 (BACKING NO. 2, METHOD B) 54 ROCK SLOPE PROTECTION FABRIC M2 63.3200 569.88 9.000 569.88 55 MINOR CONCRETE (CURB) M3 1,041.1800 22,905.96 15.350 15,982.11 56 MISCELLANEOUS IRON AND STEEL KG 5.6300 4,166.20 296.000 1,666.48 F) 57 GUARD RAILING DELINEATOR EA 16.0500 1,926.00 27.000 433.35 58 OBJECT MARKER (TYPE K) EA 46.1600 323.12 0.000 0.00 59 OBJECT MARKER (TYPE L) EA 57.8300 751.79 5.000 289.15 60 OBJECT MARKER (TYPE P) EA 111.8500 3,467.35 6.000 671.10 61 METAL BEAM GUARD RAILING (STEEL POST) M 69.5600 116,860.80 229.290 15,949.41 1,727.650 120,175.33 62 DOUBLE METAL BEAM GUARD RAILING (STEEL M 90.5000 5,339.50 31.050 2,810.03 POST) 63 METAL BEAM GUARD RAILING (2.1 M STEEL M 64.3700 48,921.20 133.350 8,583.74 859.150 55,303.49 POST) 64 METAL BEAM GUARD RAILING (2.4 M STEEL M 69.0800 1,865.16 19.050 1,315.97 POST) 65 SINGLE THRIE BEAM BARRIER (STEEL POST) M 178.2400 15,863.36 89.540 15,959.61 66 TRANSITION RAILING (TYPE WB) EA 3,416.0000 88,816.00 1.000 3,416.00 25.000 85,400.00 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 636.1900 6,361.90 3.000 1,908.57 11.000 6,998.09 68 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,407.9000 9,631.60 6.000 14,447.40 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,018.2500 16,146.00 2.000 4,036.50 17.000 34,310.25 70 ALTERNATIVE CRASH CUSHION SYSTEM (TL-3) EA 22,989.6600 505,772.52 13.000 298,865.58 71 ALTERNATIVE CRASH CUSHION SYSTEM (TL-2) EA 15,064.0300 60,256.12 4.000 60,256.12 72 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 73 MODIFY LIGHTING LS 46,090.5100 46,090.51 1.000 46,090.51 PROGRAM CAS145 PAGE 4 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 04:45 PM ESTIMATE NO. 10 BID OPENING 07/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 97,974.25 1,440,075.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 47,745.85 64,221.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 145,720.10 1,504,296.62 74 MOBILIZATION LS 165,923.3000 165,923.30 1.000 165,923.30 ORIGINAL CONTRACT AMOUNT 1,954,551.80 TOTAL WORK COMPLETED 145,720.10 1,670,219.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 144,720.10 1,669,219.92 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (NATURALLY OCCURING ASBESTN 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 08/12/09 200 10/30/09 08/28/09 08/26/10 133 47 0 0 84% 67% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 05/24/10