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 08/23/07 EST. NO.02 TIME 01:41 PM R.E. NAME: KRAFT, DAN 01-454704 --------------------------------------------------------------------------- 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 0009 1,386.27 E.W. @ F.A.(+) 071007 N 0008.1 0010 2,047.60 071107 N 0009.0 0011 1,764.87 071207 N 0010.0 0012 1,263.18 071307 N 0011.0 0013 1,456.74 071607 N 0012.0 0014 2,069.87 071707 N 0013.0 0015 1,464.51 071807 N 0014.0 0016 1,464.51 071907 N 0015.0 0018 1,401.30 072507 N 0029.0 0019 1,308.60 072607 N 0030.0 0020 1,011.73 072707 N 0031.0 0021 1,461.69 072307 N 0027.0 0022 1,308.60 072407 N 0028.0 0023 1,011.73 073007 N 0032.0 0024 1,401.30 073107 N 0033.0 0025 1,159.90 080107 N 0034.0 0026 1,215.86 080207 N 0036.0 0027 1,204.91 080307 N 0037.0 0028 1,119.30 080607 N 0038.0 0029 1,119.30 080707 N 0039.0 0030 1,446.12 080807 N 0040.0 0031 1,464.51 080907 N 0041.0 30,552.40 TOTAL THIS ESTIMATE 7,983.92 TOTAL PREVIOUS ESTIMATE 38,536.32 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 08/23/07 EST. NO.02 TIME 01:41 PM R.E. NAME: KRAFT, DAN 01-454704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 021 -36,000.00 01 OVERBID ITEM NO. 021 -4,000.00 02 -4,000.00 -40,000.00 TOTAL DEDUCTIONS -4,000.00 -40,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-454704 TIME 01:41 PM ESTIMATE NO. 02 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/23/07 LOCATION RERUN PROGRESS ESTIMATE 01-LAK-29-7.4/8.0 ----------------------- GHILOTTI CONSTRUCTION COMPANY IN LAKE COUNTY NEAR MIDDLETOWN FROM INC 0.9 KM NORTH TO 1.9 KM NORTH OF 246 GHILOTTI AVENUE LUPIYOMA CREEK BRIDGE SANTA ROSA CA 95407 FED. AID NO. ACST-P029(100)E ,PH-P029(100)E SHOULDER WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,300.00 -183.000 -1,830.00 364.000 3,640.00 02 CONSTRUCTION SITE MANAGEMENT LS 4,500.0000 4,500.00 0.600 2,700.00 0.600 2,700.00 03 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.750 1,650.00 PREVENTION PLAN 04 TEMPORARY CHECK DAM M 24.0000 1,272.00 0.000 0.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 500.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,500.0000 3,500.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 3,390.0000 3,390.00 0.750 2,542.50 S) 08 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.250 13,750.00 0.500 27,500.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 14,000.00 0.250 1,750.00 0.750 5,250.00 S) 10 ABANDON CULVERT EA 3,300.0000 3,300.00 1.000 3,300.00 11 REMOVE FENCE M 6.5000 1,950.00 291.000 1,891.50 12 REMOVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 13 REMOVE CULVERT EA 2,600.0000 10,400.00 4.000 10,400.00 4.000 10,400.00 14 REMOVE PLASTIC PIPE M 16.0000 4,000.00 214.600 3,433.60 214.600 3,433.60 15 REMOVE INLET EA 650.0000 1,950.00 1.000 650.00 2.000 1,300.00 16 REMOVE HEADWALL EA 985.0000 985.00 1.000 985.00 1.000 985.00 17 RESET MILEPOST MARKER EA 50.0000 100.00 0.000 0.00 18 RESET MARKER EA 50.0000 150.00 0.000 0.00 19 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.6000 38,346.00 0.000 0.00 S) 21 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.100 8,000.00 1.000 80,000.00 22 ROADWAY EXCAVATION M3 32.0000 244,800.00 1,245.000 39,840.00 6,885.000 220,320.00 PROGRAM CAS145 PAGE 2 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-454704 TIME 01:41 PM ESTIMATE NO. 02 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SAND BACKFILL M3 350.0000 2,450.00 6.200 2,170.00 24 DITCH EXCAVATION M3 21.0000 27,930.00 601.800 12,637.80 1,251.800 26,287.80 25 STRAW (EROSION CONTROL) TONN 496.0000 3,472.00 0.000 0.00 S) 26 FIBER (EROSION CONTROL) KG 0.8000 3,072.00 0.000 0.00 S) 27 FIBER ROLLS M 12.0000 17,040.00 0.000 0.00 28 COMPOST (EROSION CONTROL) M3 590.0000 2,655.00 0.000 0.00 S) 29 PURE LIVE SEED (EROSION CONTROL) KG 23.0000 5,290.00 0.000 0.00 S) 30 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 168.00 0.000 0.00 S) 31 STABILIZING EMULSION (EROSION CONTROL) KG 4.7000 1,081.00 0.000 0.00 S) 32 CLASS 2 AGGREGATE BASE M3 88.0000 161,040.00 963.000 84,744.00 963.000 84,744.00 33 SEAL RANDOM CRACKS LNKM 9,000.0000 12,600.00 0.000 0.00 34 ASPHALT CONCRETE (TYPE A) TONN 130.0000 387,400.00 0.000 0.00 35 ASPHALT CONCRETE TONN 150.0000 174,000.00 0.000 0.00 (OPEN GRADED, 25-MM MAXIMUM) 36 PAVING ASPHALT (BINDER-PAVEMENT TONN 2,000.0000 4,600.00 0.000 0.00 REINFORCING FABRIC) 37 PAVEMENT REINFORCING FABRIC M2 3.0000 5,700.00 0.000 0.00 38 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 550.0000 8,800.00 0.000 0.00 AREA) 39 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,360.00 0.000 0.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 390.00 0.000 0.00 41 CENTERLINE RUMBLE STRIP STA 400.0000 3,200.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 42 SHOULDER RUMBLE STRIP STA 300.0000 4,200.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS, MODIFIED) 43 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 7,200.00 1.660 7,470.00 1.660 7,470.00 F) 44 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 1,500.0000 73,500.00 48.750 73,125.00 48.750 73,125.00 45 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 800.0000 30,400.00 36.900 29,520.00 36.900 29,520.00 46 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 1,100.0000 26,400.00 23.200 25,520.00 23.200 25,520.00 47 600 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 26,000.00 20.000 26,000.00 20.000 26,000.00 (TYPE D) 48 525 MM REINFORCED CONCRETE PIPE M 875.0000 4,375.00 5.000 4,375.00 5.000 4,375.00 49 50 MM PLASTIC PIPE M 33.0000 2,442.00 25.560 843.48 25.560 843.48 (SUBGRADE DRAIN OUTLET) PROGRAM CAS145 PAGE 3 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-454704 TIME 01:41 PM ESTIMATE NO. 02 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 200 MM PLASTIC PIPE (COLLECTOR SYSTEM) M 31.0000 7,750.00 218.370 6,769.47 218.370 6,769.47 51 300 MM STEEL FLARED END SECTION EA 340.0000 340.00 0.000 0.00 52 600 MM STEEL FLARED END SECTION EA 675.0000 1,350.00 1.000 675.00 1.000 675.00 53 525 MM CONCRETE FLARED END SECTION EA 1,950.0000 1,950.00 0.000 0.00 54 900 MM PRECAST CONCRETE PIPE INLET M 3,600.0000 3,600.00 0.910 3,276.00 0.910 3,276.00 55 ROCK SLOPE PROTECTION M3 155.0000 120,900.00 496.000 76,880.00 757.400 117,397.00 (FACING, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC M2 2.1000 2,772.00 1,042.100 2,188.41 1,477.600 3,102.96 57 MISCELLANEOUS IRON AND STEEL KG 4.5000 1,147.50 0.000 0.00 SF) 58 FENCE (TYPE BW, WOOD POST) M 68.0000 21,080.00 293.000 19,924.00 S) 59 DELINEATOR (CLASS 1) EA 35.0000 420.00 0.000 0.00 60 MARKER (CULVERT) EA 35.0000 280.00 0.000 0.00 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,320.00 0.000 0.00 S) 62 PAVEMENT MARKER EA 13.0000 2,860.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-454704 TIME 01:41 PM ESTIMATE NO. 02 BID OPENING 05/08/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 433,702.76 796,112.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 30,552.40 38,536.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 464,255.16 834,648.63 63 MOBILIZATION LS 83,500.0000 83,500.00 0.950 79,325.00 ORIGINAL CONTRACT AMOUNT 1,727,977.50 TOTAL WORK COMPLETED 464,255.16 913,973.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -40,000.00 TOTAL 460,255.16 873,973.63 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 021 CLEARING AND GRUBBING 40,000.00 80,000.00 40,000.00 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 06/06/07 60 06/20/07 06/21/07 10/01/07 40 2 0 0 52% 67% PROGRESS IS SATISFACTORY PER RE REQUEST KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/07