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 09/22/08 EST. NO.03 TIME 02:54 PM 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 0003 1,026.93 E.W. @ F.A.(+) 072208 N 3033 0 0004 585.30 073008 N 3034 0 0005 327.92 072108 N 3033A0 1,940.15 TOTAL THIS ESTIMATE 515.59 TOTAL PREVIOUS ESTIMATE 2,455.74 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 09/22/08 EST. NO.03 TIME 02:54 PM R.E. NAME: HENCH, CHARLIE 05-0N5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N5204 TIME 02:54 PM ESTIMATE NO. 03 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 09/20/08 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/22/08 LOCATION PROGRESS 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 0.340 2,720.00 0.620 4,960.00 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 0.500 1,200.00 S) 05 TRAFFIC CONTROL SYSTEM LS 22,000.0000 22,000.00 0.340 7,480.00 0.620 13,640.00 S) 06 REMOVE CULVERT LF 470.0000 20,680.00 10.000 4,700.00 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 27,750.00 183.000 13,725.00 10 18" CURED IN PLACE PIPE LINER LF 700.0000 23,100.00 0.000 0.00 11 30" CURED IN PLACE PIPE LINER LF 750.0000 112,500.00 0.000 0.00 12 48" CURED IN PLACE PIPE LINER LF 550.0000 71,500.00 0.000 0.00 13 54" CURED IN PLACE PIPE LINER LF 780.0000 93,600.00 0.000 0.00 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 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 0.500 4,000.00 0.500 4,000.00 19 FUSE WELDED HDPE DOWNDRAIN LF 300.0000 51,000.00 127.500 38,250.00 127.500 38,250.00 20 GALVANIZED DEBRIS RACK EA 8,000.0000 8,000.00 0.000 0.00 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 09/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0N5204 TIME 02:54 PM ESTIMATE NO. 03 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 09/20/08 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 67,500.00 134,410.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,940.15 2,455.74 SUBTOTAL AMOUNT EARNED 69,440.15 136,865.84 ORIGINAL CONTRACT AMOUNT 488,752.00 TOTAL WORK COMPLETED 69,440.15 136,865.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 69,440.15 136,865.84 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 05/30/08 40 06/16/08 06/16/08 10/10/08 25 43 0 0 28% 63% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PEND'G DAYS HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 09/22/08