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 03/20/06 EST. NO.12 TIME 11:25 AM R.E. NAME: MATT MCKEON 01-293014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0009 1,380.00 E.W. @ F.A.(+) 022806 N 901009 011 0003 25.50 A.C. @ L.S.(+) 011906 N 901003 0004 25.50 021406 N 911004 012 0009 327.50 E.W. @ F.A.(+) 021506 N 912009 1,758.50 TOTAL THIS ESTIMATE 23,162.66 TOTAL PREVIOUS ESTIMATE 24,921.16 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 03/20/06 EST. NO.12 TIME 11:25 AM R.E. NAME: MATT MCKEON 01-293014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 07/05 -1,000.00 04 PER LTR DATED 9/05 -10,000.00 06 RELEASE 8/05 DEDUCT 1,000.00 06 REC'D PAYROLLS 10,000.00 07 PER LTR DATED 10/05 -10,000.00 07 PER LTR DATED 11/05 -5,500.00 08 PER LTR DATED 1/06 -3,000.00 09 RETURN LCV DEDUCT 15,500.00 10 RETURN DEDUCTION 3,000.00 11 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293014 TIME 11:25 AM ESTIMATE NO. 12 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: MATT MCKEON DATE OF THIS ESTIMATE 03/20/06 LOCATION PROGRESS ESTIMATE 01-MEN-101-10.7/ .0 ----------------- GRANITE CONSTRUCTION COMPANY IN MENDOCINO COUNTY NEAR HOPLAND P O BOX 50085 AT FELIZ CREEK BRIDGE WATSONVILLE CA 950775085 FED. AID NO. ACNH-Q101(66)E WIDEN BRIDGE AND UPGRADE RAIL ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.250 1,000.00 0.750 3,000.00 02 TEMPORARY FENCE (TYPE ESA) M 11.0000 4,400.00 300.000 3,300.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.700 10,500.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 0.500 750.00 06 CONSTRUCTION AREA SIGNS EA 250.0000 4,250.00 15.000 3,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 38,000.0000 38,000.00 0.600 22,800.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 20,880.00 723.000 4,338.00 09 TEMPORARY PAVEMENT MARKING (TAPE) M2 65.0000 975.00 3.900 253.50 10 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,000.0000 4,000.00 0.600 2,400.00 S) 11 TEMPORARY RAILING (TYPE K) M 85.0000 34,850.00 300.000 25,500.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 175.0000 7,350.00 28.000 4,900.00 S) 13 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,200.00 60.000 1,200.00 S) 14 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 12.0000 6,360.00 524.000 6,288.00 S) 15 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 1,920.00 156.000 1,872.00 S) STRIPE 16 REMOVE PAINTED TRAFFIC STRIPE M 7.0000 3,920.00 526.000 3,682.00 S) 17 REMOVE PAINTED PAVEMENT MARKING M2 100.0000 140.00 3.900 390.00 S) 18 REMOVE BOLLARD EA 200.0000 400.00 2.000 400.00 19 REMOVE ASPHALT CONCRETE SURFACING M2 48.0000 16,320.00 0.000 0.00 20 RESET ROADSIDE SIGN EA 350.0000 1,400.00 0.000 0.00 21 RELOCATE FENCE M 70.0000 5,600.00 0.000 0.00 22 RELOCATE CHAIN LINK FENCE M 70.0000 2,730.00 20.000 1,400.00 PROGRAM CAS145 PAGE 2 DATE 03/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293014 TIME 11:25 AM ESTIMATE NO. 12 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: MATT MCKEON DATE OF THIS ESTIMATE 03/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 12,740.00 0.000 0.00 S) 24 CLEAN BRIDGE DECK M2 4.0000 4,120.00 0.000 0.00 25 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000.00 26 CLEARING AND GRUBBING LS 2,500.0000 2,500.00 1.000 2,500.00 27 ROADWAY EXCAVATION M3 31.0000 40,300.00 0.000 0.00 28 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.750 3,000.00 29 STRUCTURE EXCAVATION (BRIDGE) M3 450.0000 45,000.00 100.000 45,000.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 280.0000 13,160.00 35.900 10,052.00 F) 31 IMPORTED BORROW M3 42.0000 10,920.00 0.000 0.00 32 IMPORTED MATERIAL (SHOULDER BACKING) M3 260.0000 4,940.00 0.000 0.00 33 IMPORTED TOPSOIL M3 30.0000 750.00 0.000 0.00 S) 34 STRAW (EROSION CONTROL) TONN 1,500.0000 450.00 0.000 0.00 S) 35 FIBER (EROSION CONTROL) KG 3.0000 450.00 0.000 0.00 S) 36 FIBER ROLLS M 15.0000 1,245.00 0.000 0.00 S) 37 COMPOST (EROSION CONTROL) KG 3.0000 540.00 0.000 0.00 S) 38 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 0.00 S) 39 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 1,300.00 0.000 0.00 S) 40 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 120.00 0.000 0.00 S) 41 PLANT (GROUP W) EA 30.0000 1,020.00 0.000 0.00 S) 42 CLASS 2 AGGREGATE BASE M3 130.0000 49,400.00 0.000 0.00 43 ASPHALT CONCRETE (TYPE A) TONN 110.0000 53,900.00 0.000 0.00 44 ASPHALT CONCRETE (OPEN GRADED) TONN 110.0000 33,000.00 0.000 0.00 45 PAVEMENT REINFORCING FABRIC M2 2.0000 4,160.00 0.000 0.00 46 FURNISH PILING (CLASS 625) M 100.0000 21,000.00 207.280 20,728.00 (ALTERNATIVE W) 47 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,750.0000 28,000.00 16.000 28,000.00 S) 48 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,400.0000 648,200.00 466.000 652,400.00 PILING (1200 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 37,000.0000 592,000.00 16.000 592,000.00 S) PILE (1200 MM) PROGRAM CAS145 PAGE 3 DATE 03/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293014 TIME 11:25 AM ESTIMATE NO. 12 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: MATT MCKEON DATE OF THIS ESTIMATE 03/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PRESTRESSING CAST-IN-PLACE CONCRETE LS 64,500.0000 64,500.00 1.000 64,500.00 S) 51 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 11,200.00 16.000 11,200.00 F) 52 STRUCTURAL CONCRETE, BRIDGE M3 965.0000 410,125.00 252.680 243,836.20 F) 53 DRILL AND BOND DOWEL M 40.0000 27,200.00 680.000 27,200.00 54 REPLACE BEARING EA 2,100.0000 264,600.00 0.000 0.00 55 JOINT SEAL (MR 15 MM) M 120.0000 4,320.00 0.000 0.00 S) 56 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 254,760.00 103,213.000 227,068.60 SF) 57 TREAT BRIDGE DECK M2 7.0000 7,210.00 0.000 0.00 F) 58 FURNISH BRIDGE DECK TREATMENT MATERIAL L 15.0000 6,150.00 0.000 0.00 (LOW ODOR) 59 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.8000 224,000.00 40,000.000 112,000.00 80,000.000 224,000.00 F) 60 ERECT STRUCTURAL STEEL (BRIDGE) KG 1.5000 120,000.00 38,400.000 57,600.00 78,400.000 117,600.00 SF) 61 CLEAN AND PAINT STRUCTURAL STEEL LS 45,000.0000 45,000.00 0.330 14,850.00 S) 62 CLEAN AND PAINT STEEL PILING LS 50,000.0000 50,000.00 0.000 0.00 S) (FLAME SPRAYED PLASTIC) 63 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 2,000.0000 30,000.00 9.980 19,960.00 S) 64 WORK AREA MONITORING LS 8,000.0000 8,000.00 0.000 0.00 S) 65 ROCK SLOPE PROTECTION M3 105.0000 9,450.00 0.000 0.00 (BACKING NO. 2, METHOD B) 66 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 105.0000 27,300.00 0.000 0.00 67 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,800.00 0.000 0.00 68 MISCELLANEOUS METAL KG 24.0000 28,080.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 69 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 27,750.00 0.000 0.00 SF) 70 METAL BEAM GUARD RAILING (STEEL POST) M 235.0000 12,690.00 0.000 0.00 S) 71 TUBULAR BICYCLE RAILING M 150.0000 34,500.00 0.000 0.00 F) 72 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 8,000.00 0.000 0.00 S) 73 CONCRETE BARRIER (TYPE 732) M 230.0000 52,900.00 0.000 0.00 F) 74 THERMOPLASTIC PAVEMENT MARKING M2 68.0000 884.00 0.000 0.00 S) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 3,400.00 0.000 0.00 S) 76 200 MM THERMOPLASTIC TRAFFIC STRIPE M 6.5000 845.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 03/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293014 TIME 11:25 AM ESTIMATE NO. 12 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: MATT MCKEON DATE OF THIS ESTIMATE 03/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAINT TRAFFIC STRIPE (2-COAT) M 2.5000 1,350.00 0.000 0.00 S) 78 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 810.00 0.000 0.00 S) 79 MODIFY FLASHING BEACON LS 2,400.0000 2,400.00 0.000 0.00 S) 80 SIZE 78 CONDUIT LS 12,500.0000 12,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 03/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293014 TIME 11:25 AM ESTIMATE NO. 12 BID OPENING 05/25/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/06 R.E. NAME: MATT MCKEON DATE OF THIS ESTIMATE 03/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 170,600.00 2,552,618.30 ADJUSTMENT OF COMPENSATION 51.00 -1,164.47 EXTRA WORK 1,707.50 26,085.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 172,358.50 2,577,539.46 81 MOBILIZATION LS 396,000.0000 396,000.00 1.000 396,000.00 ORIGINAL CONTRACT AMOUNT 4,049,634.00 TOTAL WORK COMPLETED 172,358.50 2,973,539.46 MATERIALS ON HAND ON SITE 43,951.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 172,358.50 3,017,490.46 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 07/06/04 345 03/04/05 07/21/04 11/09/06 181 233 0 0 72% 52% PROGRESS IS SATISFACTORY MATT MCKEON RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/06