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 02/22/06 EST. NO.10 TIME 03:03 PM R.E. NAME: WALKER, CLAY 03-2A8304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0011 2,804.19 E.W. @ F.A.(+) 012606 N 6149 0 010 0002 1,712.59 E.W. @ F.A.(+) 011206 N 0002 0 0003 220.38 011806 N 0003 0 011 0001 11,593.52 E.W. @ F.A.(+) 010906 N 011.01 0002 4,139.77 011006 N 011.02 012 0001 3,387.04 E.W. @ F.A.(+) 011306 N 012.01 0002 483.69 012406 N 6147 0 0003 2,100.03 012506 N 6148 0 26,441.21 TOTAL THIS ESTIMATE 62,767.38 TOTAL PREVIOUS ESTIMATE 89,208.59 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 02/22/06 EST. NO.10 TIME 03:03 PM R.E. NAME: WALKER, CLAY 03-2A8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/05 -3,000.00 03 PER LTR DATED 8/05 -6,000.00 04 RETURN PARTIAL 7/05 2,000.00 04 PER LTR DATED 10/05 -7,000.00 07 PER LTR DATED 11/05 -10,000.00 07 RETURN 07/05 DEDUCT 1,000.00 07 RETURN 08/05 DEDUCT 6,000.00 07 PER LTR DATED 12/05 -3,000.00 08 RETURN 10/05 DEDUCT 7,000.00 08 RETURN 11/05 DEDUCT 10,000.00 10 RETURN 12/05 DEDUCT 3,000.00 10 13,000.00 0.00 TOTAL DEDUCTIONS 13,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A8304 TIME 03:03 PM ESTIMATE NO. 10 BID OPENING 01/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/06 R.E. NAME: WALKER, CLAY DATE OF THIS ESTIMATE 02/22/06 LOCATION PROGRESS ESTIMATE 03-SAC-80-M0.4/R11.1 ----------------- GRANITE CONSTRUCTION COMPANY IN SACRAMENTO COUNTY AT VARIOUS P O BOX 50085 LOCATIONS WATSONVILLE CA 950775085 FED. AID NO. ACIM-X067(66)E RAMP WIDENING ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 2,250.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.900 4,500.00 03 TEMPORARY FIBER ROLL M 12.0000 18,240.00 0.000 0.00 S) 04 TEMPORARY SILT FENCE M 9.0000 12,240.00 584.000 5,256.00 S) 05 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,000.00 12.000 3,000.00 S) 06 MOVE-IN/MOVE-OUT EA 200.0000 4,400.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 07 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.750 6,750.00 S) 08 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.900 81,000.00 S) 09 TEMPORARY EROSION CONTROL M2 0.6000 2,130.00 0.000 0.00 S) 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 38,000.0000 38,000.00 0.900 34,200.00 S) 11 ABANDON DOWNDRAIN EA 900.0000 900.00 1.000 900.00 12 REMOVE METAL BEAM GUARD RAILING M 11.0000 1,100.00 93.000 1,023.00 S) 13 REMOVE PAVEMENT MARKING M2 220.0000 308.00 2.700 594.00 S) 14 REMOVE ROADSIDE SIGN EA 110.0000 880.00 0.000 0.00 15 REMOVE ASPHALT CONCRETE DIKE M 20.0000 2,200.00 78.000 1,560.00 16 RECONSTRUCT METAL BEAM GUARD RAILING M 86.0000 1,720.00 27.000 2,322.00 S) (WOOD POST) 17 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500.00 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 9,660.00 1,260.000 8,820.00 S) 19 CLEARING AND GRUBBING LS 12,000.0000 12,000.00 1.000 12,000.00 20 ROADWAY EXCAVATION M3 135.0000 221,400.00 1,586.000 214,110.00 21 ROADWAY EXCAVATION (TYPE Z-2) M3 250.0000 155,000.00 620.000 155,000.00 (AERIALLY DEPOSITED LEAD) 22 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 PROGRAM CAS145 PAGE 2 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A8304 TIME 03:03 PM ESTIMATE NO. 10 BID OPENING 01/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/06 R.E. NAME: WALKER, CLAY DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRAW (EROSION CONTROL) TONN 800.0000 1,040.00 1.300 1,040.00 S) 24 FIBER (EROSION CONTROL) KG 2.2000 418.00 190.000 418.00 S) 25 COMPOST (EROSION CONTROL) M3 354.0000 531.00 1.500 531.00 S) 26 PURE LIVE SEED (EROSION CONTROL) KG 193.0000 1,544.00 8.000 1,544.00 S) 27 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 540.00 540.000 540.00 S) 28 STABILIZING EMULSION (EROSION CONTROL) KG 11.0000 660.00 60.000 660.00 S) 29 CLASS 2 AGGREGATE BASE M3 82.0000 138,580.00 1,634.000 133,988.00 30 ASPHALT CONCRETE (TYPE A) TONN 75.0000 199,500.00 2,354.000 176,550.00 31 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 38.0000 15,580.00 410.000 15,580.00 AREA) 32 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 18.0000 288.00 12.000 216.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 18.0000 576.00 20.000 360.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 13.0000 3,380.00 231.000 3,003.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 13.0000 2,990.00 242.000 3,146.00 36 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 109,375.00 15,625.000 109,375.00 F) 37 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 12,500.00 15,625.000 12,500.00 SF) 38 1524 MM CAST-IN-DRILLED-HOLE M 1,600.0000 24,000.00 14.400 23,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 39 ROADSIDE SIGN - ONE POST EA 300.0000 6,000.00 0.000 0.00 40 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0.00 METHOD) 41 750 MM CORRUGATED STEEL PIPE M 365.0000 13,870.00 38.000 13,870.00 (2.77 MM THICK) 42 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 270.0000 3,510.00 13.000 3,510.00 (1.63 MM THICK) 43 300 MM ENTRANCE TAPER EA 1,900.0000 1,900.00 1.000 1,900.00 44 300 MM ANCHOR ASSEMBLY EA 700.0000 700.00 1.000 700.00 45 750 MM STEEL FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400.00 46 ROCK SLOPE PROTECTION M3 2,000.0000 2,000.00 1.000 2,000.00 (FACING, METHOD B) 47 ROCK SLOPE PROTECTION FABRIC M2 80.0000 480.00 6.000 480.00 48 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 2,400.00 2.000 2,400.00 49 DELINEATOR (CLASS 1) EA 30.0000 1,170.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A8304 TIME 03:03 PM ESTIMATE NO. 10 BID OPENING 01/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/06 R.E. NAME: WALKER, CLAY DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 OBJECT MARKER (TYPE L-1) EA 30.0000 60.00 1.000 30.00 51 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 17,250.00 180.000 13,500.00 S) 52 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 2.000 6,000.00 S) 53 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 2,300.00 1.000 2,300.00 S) 54 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 3.000 2,400.00 S) 55 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 4,980.00 102.000 6,120.00 S) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 5,450.00 2,182.000 5,455.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 4,680.00 673.000 4,038.00 S) 58 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 325.00 130.000 325.00 S) (BROKEN 1.83 M - 0.30 M) 59 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 33.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 3,750.00 369.000 5,535.00 S) 61 EXTINGUISHABLE MESSAGE SIGN LS 90,000.0000 90,000.00 0.100 9,000.00 0.900 81,000.00 S) 62 HIGHWAY ADVISORY RADIO SYSTEM LS 90,000.0000 90,000.00 0.100 9,000.00 0.890 80,100.00 S) 63 CHANGEABLE MESSAGE SIGN SYSTEM LS 145,000.0000 145,000.00 0.140 20,300.00 0.910 131,950.00 S) 64 TRAFFIC MONITORING STATION LS 95,000.0000 95,000.00 0.060 5,700.00 0.970 92,150.00 S) 65 CLOSED CIRCUIT TELEVISION SYSTEM LS 365,000.0000 365,000.00 0.190 69,350.00 0.890 324,850.00 S) 66 RAMP METERING SYSTEM LS 265,000.0000 265,000.00 0.060 15,900.00 0.950 251,750.00 S) 67 MODIFY LIGHTING LS 14,000.0000 14,000.00 0.200 2,800.00 0.900 12,600.00 S) 68 TRAINING LS 2,000.0000 2,000.00 0.000 0.00 S) 69 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 70 CHECK AND TEST EXISTING IRRIGATION LS 32,500.0000 32,500.00 1.000 32,500.00 FACILITIES PROGRAM CAS145 PAGE 4 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A8304 TIME 03:03 PM ESTIMATE NO. 10 BID OPENING 01/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/06 R.E. NAME: WALKER, CLAY DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 132,050.00 2,104,639.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 26,441.21 89,208.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,491.21 2,193,847.59 71 MOBILIZATION LS 248,000.0000 248,000.00 1.000 248,000.00 ORIGINAL CONTRACT AMOUNT 2,540,388.00 TOTAL WORK COMPLETED 158,491.21 2,441,847.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 13,000.00 0.00 TOTAL 171,491.21 2,441,847.59 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 03/11/05 180 05/11/05 05/10/05 04/05/06 155 38 0 0 91% 86% PROGRESS IS SATISFACTORY WALKER, CLAY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/06