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 05/15/06 EST. NO.16 TIME 12:36 PM R.E. NAME: SCHULTZ, KELLEY 01-410704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/15/06 EST. NO.16 TIME 12:36 PM R.E. NAME: SCHULTZ, KELLEY 01-410704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FHWA 47 -2,500.00 13 RECEIVED FHWA 47 2,500.00 16 2,500.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402(F) -10,000.00 13 RECEIVED CEM 2402(F) 10,000.00 16 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 06/04 -2,400.00 02 PER LTR DATED 07/04 -5,000.00 03 PER LTR DATED 8/4 -5,000.00 04 PER LTR DATED 09/04 -5,000.00 05 RETRN DEDUCT 06/04 2,400.00 05 RETURN DECUCT 07/04 5,000.00 07 RETURN DECUCT 08/04 5,000.00 07 RETURN DECUCT 09/04 5,000.00 07 PER LTR DATED 8/05 -1,000.00 11 PER LTR DATED 10/05 -5,000.00 13 REC'D PAYROLLS 8/05 1,000.00 13 CERTIFIED PAYROLLS 5,000.00 14 0.00 0.00 LIQUIDATED DAMAGES 8 LD'S @ $5300/DAY -42,400.00 13 RET 8 DAYS @ $5300 42,400.00 15 0.00 0.00 TOTAL DEDUCTIONS 12,500.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/15/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-410704 TIME 12:36 PM ESTIMATE NO. 16 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/05 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 05/15/06 LOCATION SEMI-FINAL ESTIMATE 01-MEN-101-37.4/38.8 ------------------- JOHN N PETERSEN INC IN MENDOCINO COUNTY NEAR WILLITS P O BOX 3549 FROM 7.5 KM TO 5.1 KM SOUTH OF EUREKA CA 95502 SOUTH WILLITS OVERHEAD FED. AID NO. ACST-Q101(62)E ,PH-Q101(62)E REALIGN AND WIDEN CURVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 12,000.0000 12,000.00 1.000 12,000.00 03 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 05 TEMPORARY PAVEMENT MARKING (TAPE) M2 52.0000 3,068.00 70.200 3,650.40 S) 06 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 7,800.00 22,295.000 13,377.00 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 28,200.00 668.000 20,040.00 S) 08 TEMPORARY PAVEMENT MARKER EA 5.5000 2,475.00 887.000 4,878.50 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,000.0000 18,000.00 2.000 18,000.00 S) 10 TEMPORARY SOLAR FLASHING BEACON LS 54,000.0000 54,000.00 1.000 54,000.00 S) SYSTEM 11 TEMPORARY RAILING (TYPE K) M 70.0000 186,900.00 2,418.050 169,263.50 S) 12 TEMPORARY CRASH CUSHION(ADIEM) EA 16,000.0000 32,000.00 2.000 32,000.00 13 OBLITERATE SURFACING M2 1.2500 5,450.00 2,374.500 2,968.13 14 REMOVE FENCE (TYPE WM) M 15.0000 9,450.00 630.000 9,450.00 15 REMOVE METAL BEAM GUARD RAILING M 13.0000 4,290.00 331.400 4,308.20 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.2000 19,698.00 5,383.000 22,608.60 STRIPE 17 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 18 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 13,125.00 4,770.000 5,962.50 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 7,262.50 4,383.000 5,478.75 20 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 250.00 1.000 250.00 21 REMOVE CULVERT EA 700.0000 700.00 1.000 700.00 22 REMOVE INLET EA 600.0000 600.00 1.000 600.00 PROGRAM CAS145 PAGE 2 DATE 05/15/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-410704 TIME 12:36 PM ESTIMATE NO. 16 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/05 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 05/15/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DOWNDRAIN EA 1,400.0000 2,800.00 2.000 2,800.00 24 500 MM PLASTIC PIPE-LINER M 225.0000 6,300.00 0.000 0.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 7,560.00 621.000 7,452.00 26 RESET CRASH CUSHION(ADIEM) EA 2,000.0000 4,000.00 2.000 4,000.00 27 REMOVE CONCRETE BARRIER M 28.0000 38,360.00 1,370.000 38,360.00 28 RESET TEMPORARY RAILING (TYPE K) M 19.0000 35,340.00 2,208.000 41,952.00 29 CLEARING AND GRUBBING LS 12,000.0000 12,000.00 1.000 12,000.00 30 ROADWAY EXCAVATION M3 8.5000 205,700.00 24,078.000 204,663.00 31 IMPORTED BORROW M3 14.0000 603,400.00 43,595.000 610,330.00 32 GUARD RAILING WEED CONTROL M 46.0000 35,420.00 758.190 34,876.74 MAT 33 STRAW (EROSION CONTROL) TONN 200.0000 2,000.00 11.620 2,324.00 S) 34 FIBER (EROSION CONTROL) KG 0.7000 3,500.00 5,528.000 3,869.60 S) 35 FIBER ROLLS M 10.0000 12,400.00 1,615.000 16,150.00 S) 36 COMPOST (EROSION CONTROL) KG 0.5000 3,750.00 8,293.000 4,146.50 S) 37 PURE LIVE SEED (EROSION CONTROL) KG 85.0000 21,250.00 290.190 24,666.15 S) 38 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7500 285.00 423.000 317.25 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 1.4000 602.00 485.000 679.00 S) 40 CLASS 2 AGGREGATE BASE M3 47.0000 498,200.00 10,600.000 498,200.00 41 ASPHALT TREATED PERMEABLE BASE M3 149.0000 180,290.00 1,210.000 180,290.00 42 ASPHALT CONCRETE (TYPE A) TONN 60.0000 511,800.00 8,667.550 520,053.00 43 ASPHALT CONCRETE TONN 65.0000 131,300.00 1,898.130 123,378.45 (OPEN GRADED,25 MM) 44 ASPHALT CONCRETE TONN 69.0000 129,030.00 1,923.440 132,717.36 (OPEN GRADED,12.5 MM) 45 RUMBLE STRIP STA 120.0000 11,040.00 92.000 11,040.00 46 PAVING ASPHALT (BINDER-PAVEMENT KG 7.0000 469.00 0.000 0.00 REINFORCING FABRIC) 47 PAVEMENT REINFORCING FABRIC M2 8.0000 376.00 0.000 0.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,480.00 574.000 3,444.00 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 5,180.00 3.700 5,180.00 F) PROGRAM CAS145 PAGE 3 DATE 05/15/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-410704 TIME 12:36 PM ESTIMATE NO. 16 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/05 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 05/15/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM PLASTIC PIPE M 235.0000 4,230.00 25.900 6,086.50 51 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 14,700.00 50.100 15,030.00 STEEL PIPE (2.77 MM THICK) 52 200 MM PERFORATED PLASTIC M 14.0000 1,960.00 120.200 1,682.80 PIPE UNDERDRAIN 53 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 15,800.00 784.000 15,680.00 54 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 4,950.00 134.000 6,030.00 55 FILTER FABRIC M2 2.0000 1,560.00 485.800 971.60 56 CLASS 1 PERMEABLE MATERIAL M3 53.0000 21,730.00 290.800 15,412.40 (STABILIZATION) 57 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 23,100.00 78.500 23,550.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 58 600 MM ANCHOR ASSEMBLY EA 200.0000 400.00 2.000 400.00 59 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 130.0000 7,930.00 31.780 4,131.40 60 ROCK SLOPE PROTECTION M3 600.0000 180.00 0.000 0.00 (BACKING NO. 2, METHOD B) 61 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 160.0000 1,120.00 0.000 0.00 62 ROCK SLOPE PROTECTION FABRIC M2 2.0000 400.00 13.600 27.20 63 MISCELLANEOUS IRON AND STEEL KG 3.0000 648.00 216.000 648.00 F) 64 FENCE (TYPE WM, METAL POST) M 25.0000 16,500.00 672.500 16,812.50 S) 65 MARKER (CULVERT) EA 50.0000 400.00 8.000 400.00 66 GUARD RAILING DELINEATOR EA 45.0000 900.00 21.000 945.00 67 METAL BEAM GUARD RAILING M 43.0000 32,250.00 757.600 32,576.80 S) 68 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 1,900.00 1.000 1,900.00 S) 69 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 1.000 600.00 S) 70 CONCRETE BARRIER MARKER EA 20.0000 1,880.00 184.000 3,680.00 71 CONCRETE BARRIER M 123.0000 168,510.00 1,344.200 165,336.60 (TYPE 60 MODIFIED) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 8,262.00 9,114.000 8,202.60 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 12,622.50 4,604.000 12,661.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 74 PAVEMENT MARKER EA 8.7500 5,512.50 638.000 5,582.50 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 05/15/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-410704 TIME 12:36 PM ESTIMATE NO. 16 BID OPENING 02/18/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/05 R.E. NAME: SCHULTZ, KELLEY DATE OF THIS ESTIMATE 05/15/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 3,315,771.53 ADJUSTMENT OF COMPENSATION 0.00 55,708.88 EXTRA WORK 0.00 929,917.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 4,301,397.91 75 MOBILIZATION LS 255,000.0000 255,000.00 1.000 255,000.00 ORIGINAL CONTRACT AMOUNT 3,589,145.50 TOTAL WORK COMPLETED 0.00 4,556,397.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 12,500.00 0.00 TOTAL 12,500.00 4,556,397.91 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 03/25/04 120 05/03/04 04/09/04 10/25/05 183 207 63 0 100% 100% SCHULTZ, KELLEY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/15/06