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 02/05/09 EST. NO.03 TIME 08:16 AM R.E. NAME: KRAFT, DAN 01-488204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 1,641.72 E.W. @ F.A.(+) 120508 N 0005.0 0002 7,581.01 120908 N 0006.0 0003 3,937.93 121108 N 0007.0 0004 6,569.73 121008 N 0009.0 0005 8,950.35 120208 N 0014.0 0006 11,194.77 120308 N 0015.0 0007 2,945.17 120408 N 0016.0 0008 15,897.43 120408 N 0017.0 0008-1 -15,897.43 120408 N 0017.0 DAO CORRECTING ENTRY 0008-2 15,753.17 120408 N 0017.0 DAO CORRECTING ENTRY 0009 4,255.25 120308 N 0018.0 0010 4,427.49 120208 N 0019.0 0011 3,864.45 121208 N 0020.0 0012 2,592.01 121808 N 0021.0 0013 17,661.24 120508 N 0022.0 0014 1,019.52 010509 N 0023.0 0015 360.07 122508 N 0024.0 0016 8,208.65 123108 N 0025.0 0017 6,743.29 123008 N 0026.0 0018 528.23 122908 N 0027.0 0019 16,410.08 121108 N 0028.0 0020 9,060.52 121908 N 0029.0 0021 20,322.32 121808 N 0030.0 0022 14,215.15 121708 N 0031.0 0023 9,515.50 121208 N 0032.0 0024 21,078.90 120808 N 0033.0 0025 1,623.06 121008 N 0008.0 0026 12,478.19 120108 N 0010.0 0027 701.44 121508 N 0011.0 0028 6,211.53 121608 N 0012.0 0029 3,375.31 121708 N 0013.0 0030 2,922.22 010809 N 0034.0 226,148.27 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 226,148.27 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 02/05/09 EST. NO.03 TIME 08:16 AM R.E. NAME: KRAFT, DAN 01-488204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LIQUIDATED DAMAGES ANT LD'S @ 2500/DAY -25,000.00 02 ANT LDS AT $2500/DAY 25,000.00 03 10 LDS AT $2500/DAY -25,000.00 03 0.00 -25,000.00 OTHER OUTSTANDING DOCUMENTS CERTIFIED PAYROLLS -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -35,000.00 PROGRAM CAS145 PAGE 1 DATE 02/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488204 TIME 08:16 AM ESTIMATE NO. 03 BID OPENING 10/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/05/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 01-LAK-29-7.4/7.6 ---------------------------------- ARGONAUT CONSTRUCTORS IN LAKE COUNTY NEAR MIDDLETOWN P O BOX 639 FROM 0.6 TO 0.8 MILE NORTH OF SANTA ROSA CA 95402 LUPIYOMA CREEK BRIDGE FED. AID NO. N O N E REPAIR SLIDE AND PLACE ROCK ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 500.0000 500.00 0.340 170.00 1.000 500.00 02 PREPARE WATER POLLUTION CONTROL LS 550.0000 550.00 0.250 137.50 1.000 550.00 PROGRAM 03 TEMPORARY GRAVEL BAG BERM LF 45.0000 675.00 18.000 810.00 04 TEMPORARY CHECK DAM LF 23.0000 1,150.00 25.000 575.00 50.000 1,150.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 215.0000 215.00 1.000 215.00 06 STREET SWEEPING LS 1,000.0000 1,000.00 0.340 340.00 1.000 1,000.00 07 CONSTRUCTION AREA SIGNS LS 2,875.0000 2,875.00 0.250 718.75 1.000 2,875.00 S) 08 TRAFFIC CONTROL SYSTEM LS 9,500.0000 9,500.00 0.160 1,520.00 1.000 9,500.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,300.0000 2,600.00 0.680 884.00 2.000 2,600.00 S) 10 RECONSTRUCT FENCE (TYPE BW) LF 20.0000 2,200.00 245.000 4,900.00 245.000 4,900.00 11 ROADWAY EXCAVATION CY 14.0000 32,060.00 -3,767.000 -52,738.00 0.000 0.00 12 DITCH EXCAVATION CY 26.0000 2,600.00 79.000 2,054.00 79.000 2,054.00 13 EROSION CONTROL (TYPE D) ACRE 7,000.0000 2,800.00 0.700 4,900.00 0.700 4,900.00 S) 14 CLASS 2 AGGREGATE BASE CY 200.0000 2,400.00 0.000 0.00 15 HOT MIX ASPHALT (TYPE A) TON 210.0000 6,090.00 0.000 0.00 16 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.0000 1,440.00 0.000 0.00 17 PLACE HOT MIX ASPHALT SQFT 14.0000 840.00 0.000 0.00 (MISCELLANEOUS AREA) 18 8" PLASTIC PIPE (OUTLET) LF 25.0000 7,250.00 264.750 6,618.75 264.750 6,618.75 19 8" PERFORATED PLASTIC PIPE LF 9.0000 1,440.00 0.000 0.00 20 FURNISH AND INSTALL DRAIN PIPE LF 1.5000 3,855.00 2,367.700 3,551.55 (HORIZONTAL DRAIN) 21 DRILL HOLE (HORIZONTAL DRAIN) LF 22.7000 57,658.00 2,387.000 54,184.90 22 CLASS 1 PERMEABLE MATERIAL CY 122.0000 2,806.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488204 TIME 08:16 AM ESTIMATE NO. 03 BID OPENING 10/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/05/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CUSHION FABRIC AND IMPERMEABLE SQYD 6.5000 2,145.00 341.800 2,221.70 341.800 2,221.70 MEMBRANE 24 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 66.0000 94,380.00 -2,302.000 -151,932.00 0.000 0.00 25 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 7,200.00 70.700 6,363.00 70.700 6,363.00 26 ROCK SLOPE PROTECTION CY 98.0000 18,620.00 0.000 0.00 (BACKING NO. 1, METHOD B) 27 ROCK SLOPE PROTECTION FABRIC SQYD 2.4000 2,304.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/05/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-488204 TIME 08:16 AM ESTIMATE NO. 03 BID OPENING 10/16/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 02/05/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -173,267.30 103,993.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 226,148.27 226,148.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 52,880.97 330,142.17 28 MOBILIZATION LS 29,000.0000 29,000.00 1.000 29,000.00 ORIGINAL CONTRACT AMOUNT 296,153.00 TOTAL WORK COMPLETED 52,880.97 359,142.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -35,000.00 TOTAL 42,880.97 324,142.17 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 10/16/08 30 10/23/08 10/17/08 01/16/09 40 13 10 0 100% 100% KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/05/09