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 11/09/04 EST. NO.07 TIME 01:33 PM R.E. NAME: RAUL LOPEZ 06-388204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0001 11,564.02 A.C. @ L.S.(+) 102704 N 0001 0 11,564.02 TOTAL THIS ESTIMATE 86,199.41 TOTAL PREVIOUS ESTIMATE 97,763.43 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 11/09/04 EST. NO.07 TIME 01:33 PM R.E. NAME: RAUL LOPEZ 06-388204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 MISS PYRL -10,000.00 04 MISS PYRL RECD #3&4 20,000.00 05 MISSING PYRLS -1,864.80 06 0.00 -1,864.80 OTHER OUTSTANDING DOCUMENTS MISS HC43,PR47 -10,000.00 06 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -11,864.80 PROGRAM CAS145 PAGE 1 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-388204 TIME 01:33 PM ESTIMATE NO. 07 BID OPENING 10/01/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/04 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 11/09/04 LOCATION SEMI-FINAL ESTIMATE 06-TUL-99-30.1/31.0 ------------------- GRANITE CONSTRUCTION COMPANY IN TULARE COUNTY IN TULARE FROM P.O.BOX 50085 0.6 KM SOUTH OF PROSPERITY AVENUE WATSONVILLE, CA. 95077 OVERCROSSING TO 0.4 KM NORTH OF PROSPERITY AVENUE OVERCROSSING FED. AID NO. ACNH-P099(448)E MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 24,000.0000 24,000.00 1.000 24,000.00 03 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 1.000 5,500.00 S) 04 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 05 TYPE III BARRICADE EA 80.0000 960.00 12.000 960.00 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,600.00 96.000 2,880.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 1.000 22,000.00 S) 08 REMOVE FENCE (TYPE BW) M 4.0000 1,960.00 430.000 1,720.00 09 REMOVE CHAIN LINK FENCE M 11.0000 2,970.00 296.300 3,259.30 10 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 250.00 79.250 79.25 11 REMOVE ROADSIDE SIGN EA 107.0000 1,177.00 11.000 1,177.00 12 REMOVE PIPE M 41.0000 410.00 10.000 410.00 13 RESET ROADSIDE SIGN EA 270.0000 2,160.00 8.000 2,160.00 14 RELOCATE HYDRANT EA 2,100.0000 2,100.00 1.000 2,100.00 15 RELOCATE ROADSIDE SIGN EA 280.0000 560.00 2.000 560.00 16 ADJUST FRAME AND COVER TO GRADE EA 650.0000 1,300.00 3.000 1,950.00 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 2,900.00 2,630.000 2,630.00 S) 18 REMOVE CONCRETE (MISCELLANEOUS) M3 400.0000 32,000.00 99.530 39,812.00 19 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 20 REMOVE TREE LS 40,000.0000 40,000.00 1.000 40,000.00 21 ROADWAY EXCAVATION M3 35.0000 332,500.00 9,503.680 332,628.80 22 ROADWAY EXCAVATION (TYPE Y) M3 1.0000 1,200.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-388204 TIME 01:33 PM ESTIMATE NO. 07 BID OPENING 10/01/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/04 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 7,300.0000 7,300.00 1.000 7,300.00 24 HIGHWAY PLANTING LS 15,000.0000 15,000.00 1.000 15,000.00 S) 25 STRAW (EROSION CONTROL) TONN 620.0000 3,720.00 7.500 4,650.00 S) 26 FIBER (EROSION CONTROL) KG 4.0000 4,360.00 1,362.500 5,450.00 S) 27 COMPOST (EROSION CONTROL) KG 0.6000 2,406.00 5,012.500 3,007.50 S) 28 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 2,800.00 2.000 1,400.00 S) 29 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 2,800.00 50.000 3,500.00 S) 30 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 260.00 325.000 325.00 S) 31 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,500.0000 8,500.00 1.000 8,500.00 S) 32 IRRIGATION SYSTEM LS 5,400.0000 5,400.00 0.000 0.00 S) 33 200 MM CORRUGATED HIGH DENSITY M 260.0000 20,800.00 80.000 20,800.00 S) POLYETHYLENE PIPE CONDUIT 34 200 MM WELDED STEEL PIPE CONDUIT M 350.0000 2,450.00 9.300 3,255.00 S) (6.35 MM THICK) 35 CLASS 2 AGGREGATE BASE M3 51.0000 73,950.00 1,444.770 73,683.27 36 ASPHALT CONCRETE (TYPE A) TONN 50.0000 342,500.00 6,339.050 316,952.50 37 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 1,400.00 471.000 3,297.00 38 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 2,600.00 179.000 895.00 39 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 10.00 10.000 10.00 40 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 20,000.00 22.000 44,000.00 F) 41 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.5000 18,850.00 2,900.000 18,850.00 F) 42 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 2,900.00 2,900.000 2,900.00 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 36,920.00 5,680.000 36,920.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7500 4,260.00 5,680.000 4,260.00 SF) 45 760 MM CAST-IN-DRILLED-HOLE M 963.0000 9,630.00 9.400 9,052.20 S) CONCRETE PILE (SIGN FOUNDATION) 46 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 9,000.00 9.000 9,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 16.000 4,800.00 48 600 MM ALTERNATIVE PIPE CULVERT M 125.0000 77,500.00 501.900 62,737.50 49 600 MM REINFORCED CONCRETE PIPE M 150.0000 9,000.00 45.000 6,750.00 (CLASS II) PROGRAM CAS145 PAGE 3 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-388204 TIME 01:33 PM ESTIMATE NO. 07 BID OPENING 10/01/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/04 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 900 MM REINFORCED CONCRETE PRESSURE PIPE M 630.0000 63,000.00 103.000 64,890.00 (CLASS III, RUBBER GASKET JOINT) 51 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 1,600.00 5.000 1,000.00 52 900 MM SEWER MANHOLE EA 5,200.0000 5,200.00 1.000 5,200.00 S) 53 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 1,000.0000 1,400.00 23.000 23,000.00 54 ROCK SLOPE PROTECTION FABRIC M2 100.0000 500.00 6.250 625.00 55 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 91,000.00 105.000 68,250.00 CONSTRUCTION) 56 MINOR CONCRETE (TEXTURED PAVING) M3 1,500.0000 195,000.00 116.190 174,285.00 57 FRAME AND GRATE EA 300.0000 3,600.00 10.000 3,000.00 S) 58 CHAIN LINK FENCE (TYPE CL-1.8) M 24.0000 18,960.00 790.000 18,960.00 S) 59 DELINEATOR (CLASS 1) EA 34.0000 1,836.00 54.000 1,836.00 60 OBJECT MARKER (TYPE K) EA 34.0000 136.00 4.000 136.00 61 METAL BEAM GUARD RAILING M 120.0000 3,000.00 22.800 2,736.00 S) 62 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 63 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 2.000 1,300.00 S) 64 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 65 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 2,280.00 70.680 2,685.84 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,100.00 3,557.800 3,557.80 S) 67 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,155.00 854.920 1,282.38 S) 68 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 120.00 180.500 108.30 S) (BROKEN 5.18 M - 2.14 M) 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,200.00 270.000 1,080.00 S) 70 SIGNAL AND LIGHTING LS 83,000.0000 83,000.00 1.000 83,000.00 S) 71 LIGHTING AND SIGN ILLUMINATION LS 86,000.0000 86,000.00 1.000 86,000.00 S) 72 PHOTOVOLTAIC SIGN ILLUMINATION LS 30,000.0000 30,000.00 1.000 30,000.00 S) PROGRAM CAS145 PAGE 4 DATE 11/09/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-388204 TIME 01:33 PM ESTIMATE NO. 07 BID OPENING 10/01/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/14/04 R.E. NAME: RAUL LOPEZ DATE OF THIS ESTIMATE 11/09/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,785,053.64 ADJUSTMENT OF COMPENSATION 11,564.02 728.09 EXTRA WORK 0.00 97,035.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,564.02 1,882,817.07 73 MOBILIZATION LS 15,000.0000 15,000.00 1.000 15,000.00 ORIGINAL CONTRACT AMOUNT 1,836,050.00 TOTAL WORK COMPLETED 11,564.02 1,897,817.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,864.80 TOTAL 11,564.02 1,885,952.27 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 10/17/03 100 04/26/04 11/03/03 10/14/04 120 117 0 27 100% 100% RAUL LOPEZ RESIDENT ENGINEER PROGRAM CAS145 DATE 11/09/04