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 07/29/10 EST. NO.13 TIME 02:26 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/29/10 EST. NO.13 TIME 02:26 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 REL EST #10 1,000.00 11 MISS PAYROLLS -10,000.00 13 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 02:26 PM ESTIMATE NO. 13 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 07/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 07/29/10 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 281.40 03 PREPARE STORM WATER POLLUTION LS 2,103.5000 2,103.50 0.236 496.43 1.000 2,103.50 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 1.000 1,500.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 762.0000 762.00 1.000 762.00 09 CONSTRUCTION AREA SIGNS LS 11,030.8800 11,030.88 1.000 11,030.88 10 TRAFFIC CONTROL SYSTEM LS 169,156.5800 169,156.58 1.000 169,156.58 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0100 7,592.30 210.000 6,932.10 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,582.0000 36,582.00 1.000 36,582.00 13 TEMPORARY RAILING (TYPE K) M 58.0400 34,824.00 561.200 32,572.05 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 40,408.20 546.000 35,020.44 16 REMOVE OBJECT MARKER EA 6.7500 202.50 30.000 202.50 17 REMOVE METAL BEAM GUARD RAILING M 10.9800 7,795.80 836.890 9,189.05 18 REMOVE ASPHALT CONCRETE DIKE M 5.1200 9,318.40 1,924.000 9,850.88 19 REMOVE CULVERT M 872.3500 1,046.82 1.200 1,046.82 20 REMOVE INLET EA 647.2200 1,294.44 2.000 1,294.44 21 RECONSTRUCT METAL BEAM GUARD RAILING M 41.7300 20,865.00 489.160 20,412.65 (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 07/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 02:26 PM ESTIMATE NO. 13 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 07/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 07/29/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 422.16 25 DECREASE HEIGHT OF EXISTING CONCRETE M 36.5900 6,586.20 69.000 2,524.71 CURB 26 REMOVE CONCRETE CURB M 52.0600 2,863.30 208.800 10,870.13 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 2.000 1,403.40 33 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 34 ROADWAY EXCAVATION M3 253.2600 30,391.20 102.480 25,954.08 35 IMPORTED BORROW M3 605.0100 4,840.08 4.240 2,565.24 36 IMPORTED MATERIAL (SHOULDER BACKING) TONN 302.5100 2,420.08 4.553 1,377.33 37 PRUNE EXISTING PLANTS LS 417.5000 417.50 1.000 417.50 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 19,078.15 100.810 21,134.82 41 HOT MIX ASPHALT (TYPE A) TONN 218.0900 32,713.50 176.640 38,523.42 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 49.2500 6,402.50 125.600 6,185.80 AREA) 43 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.5000 2,660.00 306.230 2,909.19 44 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.5000 15,390.00 1,720.630 16,345.99 45 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 802.0000 24,461.00 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 48.540 208,628.80 F) 48 DRILL AND BOND DOWEL M 98.4900 3,841.11 40.500 3,988.85 49 FURNISH SINGLE SHEET ALUMINUM SIGN M2 154.7692 201.20 1.300 201.20 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 07/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 02:26 PM ESTIMATE NO. 13 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 07/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 07/29/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 281.40 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 4,166.20 592.000 3,332.96 F) 57 GUARD RAILING DELINEATOR EA 16.0500 1,926.00 119.000 1,909.95 58 OBJECT MARKER (TYPE K) EA 46.1600 323.12 7.000 323.12 59 OBJECT MARKER (TYPE L) EA 57.8300 751.79 13.000 751.79 60 OBJECT MARKER (TYPE P) EA 111.8500 3,467.35 31.000 3,467.35 61 METAL BEAM GUARD RAILING (STEEL POST) M 69.5600 116,860.80 1,969.560 137,002.59 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 48,921.20 782.950 50,398.49 POST) 64 METAL BEAM GUARD RAILING (2.4 M STEEL M 69.0800 1,865.16 54.890 3,791.80 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 26.000 88,816.00 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 636.1900 6,361.90 12.000 7,634.28 68 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,407.9000 9,631.60 7.000 16,855.30 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,018.2500 16,146.00 18.000 36,328.50 70 ALTERNATIVE CRASH CUSHION SYSTEM (TL-3) EA 22,989.6600 505,772.52 12.000 275,875.92 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 1.000 1,500.00 1.000 1,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 73 MODIFY LIGHTING LS 46,090.5100 46,090.51 1.000 46,090.51 PROGRAM CAS145 PAGE 4 DATE 07/29/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 02:26 PM ESTIMATE NO. 13 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 07/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 07/29/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,996.43 1,573,608.96 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 140,129.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,996.43 1,713,738.21 74 MOBILIZATION LS 165,923.3000 165,923.30 1.000 165,923.30 ORIGINAL CONTRACT AMOUNT 1,954,551.80 TOTAL WORK COMPLETED 1,996.43 1,879,661.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL -8,003.57 1,869,661.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/12/09 200 10/30/09 08/28/09 07/20/10 173 47 0 0 100% 100% LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/29/10