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 05/26/05 EST. NO.02 TIME 08:42 AM 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 05/26/05 EST. NO.02 TIME 08:42 AM R.E. NAME: MICHAEL LEW 05-0A4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 08:42 AM ESTIMATE NO. 02 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 05/20/05 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 05/26/05 LOCATION PROGRESS 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 0.250 5,000.00 0.250 5,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 450,000.00 19.000 47,500.00 32.000 80,000.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 1,860.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.750 1,125.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 18,500.0000 18,500.00 0.212 3,922.00 0.212 3,922.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 9,000.00 3.000 4,500.00 3.000 4,500.00 07 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.023 172.50 0.736 5,520.00 S) 08 TRAFFIC CONTROL SYSTEM LS 239,412.0000 239,412.00 0.086 20,589.43 0.129 30,884.15 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.8000 14,616.00 0.000 0.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 131.0000 3,144.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 10,500.00 0.000 0.00 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 0.300 18,000.00 S) 15 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 60,000.0000 60,000.00 0.300 18,000.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.086 1,290.00 0.129 1,935.00 S) 17 TEMPORARY RAILING (TYPE K) M 36.0000 49,320.00 512.400 18,446.40 1,024.800 36,892.80 18 TEMPORARY CRASH CUSHION MODULE EA 150.0000 18,000.00 0.000 0.00 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 0.000 0.00 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 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 08:42 AM ESTIMATE NO. 02 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 05/20/05 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.200 5,430.00 25 REMOVE HEADWALL EA 2,300.0000 9,200.00 4.000 9,200.00 4.000 9,200.00 26 REMOVE ASPHALT CONCRETE SURFACING M3 260.0000 27,300.00 0.000 0.00 27 RESET MAILBOX EA 100.0000 2,700.00 0.000 0.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.1000 37,070.00 0.000 0.00 S) 29 PREPARE CONCRETE BRIDGE DECK SURFACE M2 22.0000 8,932.00 0.000 0.00 30 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 0.000 0.00 31 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0.00 32 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.000 0.00 33 ROADWAY EXCAVATION M3 65.0000 260,650.00 0.000 0.00 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 8,000.00 320.000 8,000.00 37 IMPORTED BORROW M3 13.0000 54,470.00 0.000 0.00 38 IMPORTED MATERIAL (SHOULDER BACKING) TONN 120.0000 18,000.00 0.000 0.00 39 EROSION CONTROL (BLANKET) M2 5.0000 5,000.00 0.000 0.00 S) 40 STRAW (EROSION CONTROL) TONN 200.0000 9,800.00 0.000 0.00 S) 41 FIBER (EROSION CONTROL) KG 0.5000 7,000.00 0.000 0.00 S) 42 COMPOST (EROSION CONTROL) M3 60.0000 3,360.00 0.000 0.00 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 0.000 0.00 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 0.000 0.00 S) 46 PLANT (GROUP W) EA 45.0000 720.00 0.000 0.00 S) 47 PLANT ESTABLISHMENT WORK LS 6,500.0000 6,500.00 0.000 0.00 S) 48 CLASS 2 AGGREGATE BASE M3 60.0000 4,560.00 0.000 0.00 49 REPLACE ASPHALT CONCRETE SURFACING M3 260.0000 28,600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 08:42 AM ESTIMATE NO. 02 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 05/20/05 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 65.0000 663,000.00 0.000 0.00 52 ASPHALT CONCRETE (TYPE A) TONN 65.0000 14,300.00 0.000 0.00 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 0.000 0.00 S) 55 AGGREGATE BASE M3 30.0000 369,000.00 0.000 0.00 (COLD FOAM IN-PLACE RECYCLING) 56 COLD FOAM IN-PLACE RECYCLING M2 4.0000 680,000.00 0.000 0.00 57 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 63,000.00 31.400 31,400.00 31.400 31,400.00 F) 58 CLASS 2 CONCRETE (WINGWALLS) M3 800.0000 20,000.00 12.200 9,760.00 12.200 9,760.00 F) 59 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 31,500.00 29.100 30,555.00 29.100 30,555.00 F) 60 LIGHTWEIGHT CONCRETE M3 700.0000 86,800.00 0.000 0.00 F) 61 DRILL AND BOND DOWEL M 40.0000 11,440.00 0.000 0.00 62 BAR REINFORCING STEEL KG 4.0000 32,000.00 3,976.000 15,904.00 3,976.000 15,904.00 SF) 63 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 42,825.00 0.000 0.00 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 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 4.200 2,100.00 (3.51 MM THICK) 71 ROCK SLOPE PROTECTION M3 300.0000 2,100.00 0.000 0.00 (FACING, METHOD B) 72 ROCK SLOPE PROTECTION FABRIC M2 7.0000 77.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 50.0000 700.00 0.000 0.00 S) 74 METAL BEAM GUARD RAILING (STEEL POST) M 225.0000 14,400.00 0.000 0.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 08:42 AM ESTIMATE NO. 02 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 05/20/05 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 78 THERMOPLASTIC PAVEMENT MARKING M2 39.0000 1,131.00 0.000 0.00 S) 79 THERMOPLASTIC TRAFFIC STRIPE M 0.4500 27,810.00 0.000 0.00 S) (SPRAYABLE) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 18,540.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 05/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A4004 TIME 08:42 AM ESTIMATE NO. 02 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 05/20/05 R.E. NAME: MICHAEL LEW DATE OF THIS ESTIMATE 05/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 223,339.33 359,847.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 223,339.33 359,847.95 81 MOBILIZATION LS 650,000.0000 650,000.00 0.500 325,000.00 0.500 325,000.00 ORIGINAL CONTRACT AMOUNT 6,761,527.00 TOTAL WORK COMPLETED 548,339.33 684,847.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 548,339.33 684,847.95 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 03/08/05 305 03/23/05 03/23/05 06/28/06 32 8 0 0 10% 18% PROGRESS IS SATISFACTORY MICHAEL LEW RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 05/26/05