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 12/05/08 EST. NO.06 TIME 09:57 AM R.E. NAME: HENCH, CHARLIE 05-0N5204 --------------------------------------------------------------------------- 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 0013 1,433.34 E.W. @ F.A.(+) 102708 N 2977 0 0014 854.36 102808 N 2978 0 0018 125.49 110408 N 3251 0 0019 732.84 100108 N 2689 0 3,146.03 TOTAL THIS ESTIMATE 8,634.14 TOTAL PREVIOUS ESTIMATE 11,780.17 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 12/05/08 EST. NO.06 TIME 09:57 AM R.E. NAME: HENCH, CHARLIE 05-0N5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM-4401 -10,000.00 05 REC'D CEM-4401 10,000.00 06 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 05 0.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N5204 TIME 09:57 AM ESTIMATE NO. 06 BID OPENING 04/22/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/08 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 12/05/08 LOCATION SEMI-FINAL ESTIMATE 05-MON-1-20.3/ .0 ------------------- 05-MON-1-23.3/ .0 WHITAKER CONTRACTORS INC IN MONTEREY COUNTY AT VARIOUS 05-MON-1-45.2/ .0 2752 CONCRETE COURT LOCATIONS FROM 0.6 MILE SOUTH OF PASO ROBLES CA 93446 LIMEKILN CREEK BRIDGE TO 0.2 MILE SOUTH OF PFEIFFER CANYON BRIDGE FED. AID NO. N O N E INSTALL CURED IN PLACE PIPE LINER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000.00 02 PREPARE WATER POLLUTION CONTROL LS 1,600.0000 1,600.00 1.000 1,600.00 PROGRAM 03 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.000 0.00 04 CONSTRUCTION AREA SIGNS LS 2,400.0000 2,400.00 1.000 2,400.00 S) 05 TRAFFIC CONTROL SYSTEM LS 22,000.0000 22,000.00 1.000 22,000.00 S) 06 REMOVE CULVERT LF 470.0000 20,680.00 44.000 20,680.00 07 REMOVE HEADWALL EA 2,400.0000 2,400.00 1.000 2,400.00 08 RECONSTRUCT FENCE (TYPE BW) LF 15.0000 1,500.00 0.000 0.00 09 CLEAN AND PREPARE EXISTING CULVERT LF 75.0000 27,750.00 368.000 27,600.00 10 18" CURED IN PLACE PIPE LINER LF 700.0000 23,100.00 33.000 23,100.00 11 30" CURED IN PLACE PIPE LINER LF 750.0000 112,500.00 149.000 111,750.00 12 48" CURED IN PLACE PIPE LINER LF 550.0000 71,500.00 97.500 53,625.00 13 54" CURED IN PLACE PIPE LINER LF 780.0000 93,600.00 111.000 86,580.00 14 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 5,200.00 2.600 5,200.00 F) 15 30" CORRUGATED STEEL PIPE (.064" THICK) LF 135.0000 4,590.00 34.000 4,590.00 16 48" CORRUGATED STEEL PIPE (.064" THICK) LF 450.0000 10,350.00 23.000 10,350.00 17 54" CORRUGATED STEEL PIPE (.079" THICK) LF 440.0000 2,640.00 6.000 2,640.00 18 EARTH ANCHORAGE SYSTEM EA 8,000.0000 8,000.00 1.000 8,000.00 19 FUSE WELDED HDPE DOWNDRAIN LF 300.0000 51,000.00 170.000 51,000.00 20 GALVANIZED DEBRIS RACK EA 8,000.0000 8,000.00 1.000 8,000.00 21 ROCK SLOPE PROTECTION (1 TON, METHOD A) TON 210.0000 10,290.00 50.110 10,523.10 S) 22 MISCELLANEOUS IRON AND STEEL LB 2.0000 652.00 326.000 652.00 F) PROGRAM CAS145 PAGE 2 DATE 12/05/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N5204 TIME 09:57 AM ESTIMATE NO. 06 BID OPENING 04/22/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/04/08 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 12/05/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 0.00 460,690.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,146.03 11,780.17 SUBTOTAL AMOUNT EARNED 3,146.03 472,470.27 ORIGINAL CONTRACT AMOUNT 488,752.00 TOTAL WORK COMPLETED 3,146.03 472,470.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 13,146.03 462,470.27 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 05/30/08 40 06/16/08 06/16/08 11/04/08 40 1 0 0 100% 100% HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/05/08