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 03/22/07 EST. NO.22 TIME 02:42 PM R.E. NAME: MICHAEL LEW 05-0A4004 --------------------------------------------------------------------------- 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 03/22/07 EST. NO.22 TIME 02:42 PM R.E. NAME: MICHAEL LEW 05-0A4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 08 RELEASE EST #8 9,000.00 13 MISSING PYRLS RECD 1,000.00 14 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING FHWA47 -10,000.00 19 MISSING FHWA47 RECD 10,000.00 21 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 02:42 PM ESTIMATE NO. 22 BID OPENING 02/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/30/06 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 03/22/07 LOCATION FINAL ESTIMATE 05-SB-33-0.0/8.2 -------------- 05-SLO-33-0.0/5.0 GRANITE CONSTRUCTION COMPANY IN SANTA BARBARA AND SAN LUIS P.O. BOX 790 OBISPO COUNTIES AT AND NEAR TEMPLETON, CA.93465 VENTUCOPA FROM THE VENTURA COUNTY LINE TO 0.2 KM SOUTH OF THE 33 AND 166 INTERSECTIOON FED. AID NO. ACST-P033(60)E ,P-P033(60)E REHABILITATE AND WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 1.000 20,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 450,000.00 198.000 495,000.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 1,860.00 161.000 3,220.00 04 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 18,500.0000 18,500.00 1.000 18,500.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 9,000.00 5.000 7,500.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500.00 S) 08 TRAFFIC CONTROL SYSTEM LS 239,412.0000 239,412.00 1.000 239,412.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.8000 14,616.00 2,520.000 14,616.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 131.0000 3,144.00 24.000 3,144.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 10,500.00 350.000 10,500.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,900.00 0.000 0.00 S) (LEFT IN PLACE) 13 TEMPORARY PAVEMENT MARKER EA 4.5000 765.00 0.000 0.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 15 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 36.0000 49,320.00 1,725.300 62,110.80 18 TEMPORARY CRASH CUSHION MODULE EA 150.0000 18,000.00 44.000 6,600.00 19 ABANDON CULVERT M 200.0000 9,000.00 0.000 0.00 20 REMOVE METAL BEAM GUARD RAILING M 23.0000 4,140.00 176.000 4,048.00 S) 21 REMOVE YELLOW TRAFFIC STRIPE M 4.0000 6,480.00 0.000 0.00 S) 22 REMOVE TRAFFIC STRIPE M 4.0000 2,240.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 03/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 02:42 PM ESTIMATE NO. 22 BID OPENING 02/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/30/06 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 03/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 3.0000 1,110.00 0.000 0.00 S) 24 REMOVE CULVERT M 150.0000 5,550.00 36.200 5,430.00 25 REMOVE HEADWALL EA 2,300.0000 9,200.00 7.000 16,100.00 26 REMOVE ASPHALT CONCRETE SURFACING M3 260.0000 27,300.00 130.000 33,800.00 27 RESET MAILBOX EA 100.0000 2,700.00 16.000 1,600.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.1000 37,070.00 31,066.000 34,172.60 S) 29 PREPARE CONCRETE BRIDGE DECK SURFACE M2 22.0000 8,932.00 407.600 8,967.20 30 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 1.000 5,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 32 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 33 ROADWAY EXCAVATION M3 65.0000 260,650.00 4,010.000 260,650.00 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 35 SAND BACKFILL M3 50.0000 650.00 0.000 0.00 36 DITCH EXCAVATION M3 25.0000 8,000.00 320.000 8,000.00 37 IMPORTED BORROW M3 13.0000 54,470.00 2,447.000 31,811.00 38 IMPORTED MATERIAL (SHOULDER BACKING) TONN 120.0000 18,000.00 782.250 93,870.00 39 EROSION CONTROL (BLANKET) M2 5.0000 5,000.00 825.430 4,127.15 S) 40 STRAW (EROSION CONTROL) TONN 200.0000 9,800.00 46.190 9,238.00 S) 41 FIBER (EROSION CONTROL) KG 0.5000 7,000.00 11,719.000 5,859.50 S) 42 COMPOST (EROSION CONTROL) M3 60.0000 3,360.00 47.740 2,864.40 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 2.000 1,700.00 S) 44 PURE LIVE SEED (EROSION CONTROL) KG 57.0000 50,730.00 0.000 0.00 S) 45 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 4,200.00 19.400 48.50 1,260.000 3,150.00 S) 46 PLANT (GROUP W) EA 45.0000 720.00 16.000 720.00 S) 47 PLANT ESTABLISHMENT WORK LS 6,500.0000 6,500.00 1.000 6,500.00 S) 48 CLASS 2 AGGREGATE BASE M3 60.0000 4,560.00 66.560 3,993.60 49 REPLACE ASPHALT CONCRETE SURFACING M3 260.0000 28,600.00 109.000 28,340.00 PROGRAM CAS145 PAGE 3 DATE 03/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 02:42 PM ESTIMATE NO. 22 BID OPENING 02/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/30/06 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 03/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 60.0000 1,746,000.00 25,915.980 1,554,958.80 51 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 65.0000 663,000.00 7,621.820 495,418.30 52 ASPHALT CONCRETE (TYPE A) TONN 65.0000 14,300.00 235.350 15,297.75 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 3,500.00 0.000 0.00 AREA) 54 PAVING ASPHALT (FOAMING ASPHALT) TONN 222.0000 543,900.00 2,092.580 464,552.76 S) 55 AGGREGATE BASE M3 30.0000 369,000.00 7,848.000 235,440.00 (COLD FOAM IN-PLACE RECYCLING) 56 COLD FOAM IN-PLACE RECYCLING M2 4.0000 680,000.00 165,934.000 663,736.00 57 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 63,000.00 63.000 63,000.00 F) 58 CLASS 2 CONCRETE (WINGWALLS) M3 800.0000 20,000.00 25.000 20,000.00 F) 59 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 31,500.00 30.000 31,500.00 F) 60 LIGHTWEIGHT CONCRETE M3 700.0000 86,800.00 124.000 86,800.00 F) 61 DRILL AND BOND DOWEL M 40.0000 11,440.00 289.000 11,560.00 62 BAR REINFORCING STEEL KG 4.0000 32,000.00 8,000.000 32,000.00 SF) 63 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 42,825.00 14,275.000 42,825.00 SF) 64 ROADSIDE SIGN - ONE POST EA 225.0000 900.00 0.000 0.00 65 ROADSIDE SIGN - TWO POST EA 350.0000 700.00 0.000 0.00 66 750 MM REINFORCED CONCRETE PIPE M 450.0000 30,150.00 67.000 30,150.00 67 750 MM STEEL SPIRAL RIB PIPE M 525.0000 9,975.00 0.000 0.00 (4.27 MM THICK) 68 900 MM STEEL SPIRAL RIB PIPE M 550.0000 9,900.00 17.400 9,570.00 (4.27 MM THICK) 69 450 MM STEEL SPIRAL RIB PIPE M 450.0000 3,150.00 0.000 0.00 (2.77 MM THICK) 70 600 MM STEEL SPIRAL RIB PIPE M 500.0000 2,500.00 4.200 2,100.00 (3.51 MM THICK) 71 ROCK SLOPE PROTECTION M3 300.0000 2,100.00 6.480 1,944.00 (FACING, METHOD B) 72 ROCK SLOPE PROTECTION FABRIC M2 7.0000 77.00 10.800 75.60 73 DELINEATOR (CLASS 1) EA 50.0000 700.00 42.000 2,100.00 S) 74 METAL BEAM GUARD RAILING (STEEL POST) M 225.0000 14,400.00 60.960 13,716.00 S) 75 CONCRETE BARRIER (TYPE K) M 65.0000 18,850.00 0.000 0.00 76 TERMINAL SYSTEM (TYPE SRT) EA 2,900.0000 23,200.00 8.000 23,200.00 S) PROGRAM CAS145 PAGE 4 DATE 03/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 02:42 PM ESTIMATE NO. 22 BID OPENING 02/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/30/06 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 03/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 732 MODIFIED) M 425.0000 42,500.00 100.000 42,500.00 F) 78 THERMOPLASTIC PAVEMENT MARKING M2 39.0000 1,131.00 73.530 2,867.67 S) 79 THERMOPLASTIC TRAFFIC STRIPE M 0.4500 27,810.00 64,394.800 28,977.66 S) (SPRAYABLE) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 18,540.00 3,221.000 19,326.00 S) PROGRAM CAS145 PAGE 5 DATE 03/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 02:42 PM ESTIMATE NO. 22 BID OPENING 02/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/30/06 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 03/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 48.50 5,520,159.79 ADJUSTMENT OF COMPENSATION 0.00 552,389.83 EXTRA WORK 0.00 1,321,141.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 48.50 7,393,691.25 81 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000.00 ORIGINAL CONTRACT AMOUNT 6,761,527.00 TOTAL WORK COMPLETED 48.50 8,043,691.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 48.50 8,043,691.25 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 03/08/05 305 03/23/05 03/23/05 08/30/06 280 79 19 0 100% 100% MICHAEL LEW RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/07