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 04/21/10 EST. NO.09 TIME 03:25 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 0002 332.00 E.W. @ F.A.(+) 031710 N 317100 0003 202.87 031510 N 315100 0010 128.57 033010 N 330100 0012 514.27 032910 N 329100 0014 503.50 032410 N 324100 0015 314.69 032310 N 323100 0020 510.64 040610 N 406100 0021 510.64 040710 N 407100 0022 299.42 040910 N 409102 3,316.60 TOTAL THIS ESTIMATE 13,158.56 TOTAL PREVIOUS ESTIMATE 16,475.16 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 04/21/10 EST. NO.09 TIME 03:25 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 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 03:25 PM ESTIMATE NO. 09 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 04/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 04/21/10 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 0.495 139.29 03 PREPARE STORM WATER POLLUTION LS 2,103.5000 2,103.50 0.698 1,468.24 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 12.1800 5,846.40 15.240 185.62 480.030 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 0.080 60.96 0.575 438.15 09 CONSTRUCTION AREA SIGNS LS 11,030.8800 11,030.88 0.024 264.74 0.773 8,526.87 10 TRAFFIC CONTROL SYSTEM LS 169,156.5800 169,156.58 0.080 13,532.53 0.575 97,265.03 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0100 7,592.30 5.000 165.05 198.000 6,535.98 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,582.0000 36,582.00 0.080 2,926.56 0.575 21,034.65 13 TEMPORARY RAILING (TYPE K) M 58.0400 34,824.00 12.200 708.09 463.600 26,907.34 14 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 1,402.6400 8,415.84 4.000 5,610.56 6.000 8,415.84 15 TEMPORARY CRASH CUSHION MODULE EA 64.1400 40,408.20 42.000 2,693.88 532.000 34,122.48 16 REMOVE OBJECT MARKER EA 6.7500 202.50 0.000 0.00 17 REMOVE METAL BEAM GUARD RAILING M 10.9800 7,795.80 246.120 2,702.40 749.260 8,226.87 18 REMOVE ASPHALT CONCRETE DIKE M 5.1200 9,318.40 0.000 0.00 19 REMOVE CULVERT M 872.3500 1,046.82 0.000 0.00 20 REMOVE INLET EA 647.2200 1,294.44 0.000 0.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 41.7300 20,865.00 76.200 3,179.83 346.420 14,456.11 (STEEL POST) 22 RECONSTRUCT METAL BEAM GUARD RAILING M 52.1500 6,258.00 83.820 4,371.21 114.290 5,960.22 (2.1M STEEL POST) PROGRAM CAS145 PAGE 2 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 03:25 PM ESTIMATE NO. 09 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 04/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 804.98 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 0.156 780.00 0.571 2,855.00 34 ROADWAY EXCAVATION M3 253.2600 30,391.20 102.480 25,954.08 102.480 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 67.690 14,191.21 67.690 14,191.21 41 HOT MIX ASPHALT (TYPE A) TONN 218.0900 32,713.50 89.000 19,410.01 89.000 19,410.01 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 49.2500 6,402.50 0.000 0.00 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 19.870 15,935.74 PILING 46 610 MM CAST-IN-DRILLED HOLE CONCRETE M 330.3400 30,721.62 88.200 29,135.99 88.200 29,135.99 PILING (GUARD RAILING) 47 MINOR CONCRETE (MINOR STRUCTURE) M3 4,298.0800 198,141.49 10.120 43,496.57 54.270 233,256.80 F) 48 DRILL AND BOND DOWEL M 98.4900 3,841.11 2.000 196.98 22.820 2,247.54 49 FURNISH SINGLE SHEET ALUMINUM SIGN M2 154.7692 201.20 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 3 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 03:25 PM ESTIMATE NO. 09 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 04/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.410 3,690.11 27.210 6,967.94 (1.63 MM THICK) 52 300 MM ANCHOR ASSEMBLY EA 457.2800 914.56 1.000 457.28 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 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 116,860.80 257.170 17,888.75 1,498.360 104,225.92 62 DOUBLE METAL BEAM GUARD RAILING (STEEL M 90.5000 5,339.50 19.050 1,724.03 31.050 2,810.03 POST) 63 METAL BEAM GUARD RAILING (2.1 M STEEL M 64.3700 48,921.20 291.460 18,761.28 725.800 46,719.75 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 89.540 15,959.61 66 TRANSITION RAILING (TYPE WB) EA 3,416.0000 88,816.00 5.000 17,080.00 24.000 81,984.00 67 END ANCHOR ASSEMBLY (TYPE SFT) EA 636.1900 6,361.90 4.000 2,544.76 8.000 5,089.52 68 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,407.9000 9,631.60 3.000 7,223.70 6.000 14,447.40 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,018.2500 16,146.00 1.000 2,018.25 15.000 30,273.75 70 ALTERNATIVE CRASH CUSHION SYSTEM (TL-3) EA 22,989.6600 505,772.52 3.000 68,968.98 13.000 298,865.58 71 ALTERNATIVE CRASH CUSHION SYSTEM (TL-2) EA 15,064.0300 60,256.12 4.000 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 1.000 46,090.51 PROGRAM CAS145 PAGE 4 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0K5704 TIME 03:25 PM ESTIMATE NO. 09 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 04/20/10 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 448,211.76 1,342,101.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,316.60 16,475.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 451,528.36 1,358,576.50 74 MOBILIZATION LS 165,923.3000 165,923.30 1.000 165,923.30 ORIGINAL CONTRACT AMOUNT 1,954,551.80 TOTAL WORK COMPLETED 451,528.36 1,524,499.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 451,528.36 1,524,499.80 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N 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 08/17/10 115 41 0 0 73% 58% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/21/10