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 04/17/07 EST. NO.27 TIME 04:08 PM R.E. NAME: RADFORD, ALAN 01-311714 --------------------------------------------------------------------------- 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 0023 634.41 E.W. @ F.A.(+) 120106 N 119 0 0024 529.34 120406 N 120 0 0025 558.24 120506 N 121 0 0027 1,178.75 120706 N 123 0 0028 329.84 120806 N 124 0 0030 1,022.19 010807 N 139 0 0031 418.26 102406 N 109 0 0032 381.07 102606 N 2411 0 0033 1,833.14 110906 N 111 0 0034 391.59 111706 N 116 0 0035 906.26 112006 N 118 0 005 0011 1,102.47 E.W. @ F.A.(+) 090706 N 93 0 9,285.56 TOTAL THIS ESTIMATE 252,435.26 TOTAL PREVIOUS ESTIMATE 261,720.82 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 04/17/07 EST. NO.27 TIME 04:08 PM R.E. NAME: RADFORD, ALAN 01-311714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE TERO DEDUCTION 3/05 -48.16 08 TERO DEDUCTION 5/05 -454.20 08 TERO DEDUCTION 7/05 -2,203.33 08 TERO DEDUCTION 8/05 -4,818.14 08 1% TERO DEDUCTION -1,362.07 09 1% TERO DEDUCTION -2,684.37 10 1% TERO DEDUCTION -649.19 11 TERO 1% DEDUCTION -104.00 12 TERO DEDUCTION 2/06 -240.00 14 TERO DEDUCT 03/06 -79.80 15 TERO DEDUCT MOB -3,470.00 15 TERO MAY 2006 -344.92 17 TERO DEDUCTION 1% -641.21 18 TERO DEDUCTION 6/06 -2,116.99 19 TERO DEDUCTION 8/06 -7,027.47 20 TERO DEDUCT SEPT. -2,583.50 22 TERO DEDUCT OCT. -3,429.49 22 TERO DEDUCTION 11/06 -1,454.12 23 TERO 12/06 -1,260.63 24 TERO DEDUCTION -48.80 25 TERO -2.80 26 TERO 1% DEDUCTION -125.00 27 -125.00 -35,148.19 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS 7/5 -2,000.00 07 PER LTR DATED 9/05 -4,000.00 09 PER LTR DATED 10/05 -10,000.00 10 PER LTR DATED 11/05 -9,000.00 11 RET 7/05&9/05 DEDUCT 6,000.00 11 PER LTR DATED 12/05 -4,000.00 12 RETURN 10/05 DEDUCT 10,000.00 13 RETURN 11/05 DEDUCT 9,000.00 13 RETURN 12/05 DEDUCT 4,000.00 14 PER LTR 03/06 -1,000.00 15 RECEIVED PAYROLLS 1,000.00 16 PER LTR 05/06 -5,000.00 17 PER LTR DATED 6/06 -5,000.00 18 RETURN 5/06 DEDUCT 5,000.00 18 RETURN 6/06 DEDUCT 5,000.00 19 PER LTR DATED 8/06 -3,000.00 20 CERTIFIED PAYROLLS 3,000.00 26 0.00 0.00 TOTAL DEDUCTIONS -125.00 -35,148.19 PROGRAM CAS145 PAGE 1 DATE 04/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 04:08 PM ESTIMATE NO. 27 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/07 R.E. NAME: RADFORD, ALAN DATE OF THIS ESTIMATE 04/17/07 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-DN-169-2.3/2.9 ---------------------------------------- SHASTA CONSTRUCTORS INC IN DEL NORTE COUNTY NEAR KLAMATH P O BOX 491539 GLEN FROM 3.7 KM EAST OF ROUTE REDDING CA 960491539 101 AND 169 SEPARATION TO 0.5 KM EAST OF TERWER CREEK BRIDGE FED. AID NO. ACBR-S169(4)E ,STP-S169(4)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.250 625.00 1.000 2,500.00 02 TEMPORARY FENCE (TYPE ESA) M 8.0000 5,920.00 602.000 4,816.00 03 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 65,000.0000 65,000.00 1.000 65,000.00 06 TEMPORARY SILT FENCE M 10.0000 3,900.00 67.000 670.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 2.000 3,000.00 08 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 1.000 3,500.00 S) 09 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,025.00 2.160 162.00 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 2,550.00 789.000 3,945.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,580.00 54.000 1,620.00 S) 13 TEMPORARY SIGNAL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 85.0000 59,500.00 652.000 55,420.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 23,250.00 94.000 23,500.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,280.00 59.000 1,180.00 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 15.0000 4,800.00 270.000 4,050.00 STRIPE 19 REMOVE PAINTED TRAFFIC STRIPE M 6.0000 960.00 25.000 150.00 20 REMOVE ROADSIDE SIGN EA 100.0000 200.00 5.000 500.00 21 RESET ROADSIDE SIGN EA 350.0000 700.00 4.000 1,400.00 22 ADJUST METAL BEAM GUARD RAILING M 200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 04:08 PM ESTIMATE NO. 27 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/07 R.E. NAME: RADFORD, ALAN DATE OF THIS ESTIMATE 04/17/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT TERMINAL SYSTEM (TYPE ET) M 64.0000 1,984.00 0.000 0.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 50.0000 29,500.00 476.100 23,805.00 25 BRIDGE REMOVAL LS 130,000.0000 130,000.00 1.000 130,000.00 26 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 1.000 9,000.00 27 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 28 ROADWAY EXCAVATION M3 50.0000 9,000.00 49.700 2,485.00 29 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 30 STRUCTURE EXCAVATION (TYPE A) M3 1.0000 530.00 530.000 530.00 F) 31 STRUCTURE EXCAVATION (TYPE D) M3 500.0000 170,000.00 340.000 170,000.00 F) 32 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 13,000.00 169.000 16,900.00 F) 33 IMPORTED BORROW M3 30.0000 100,200.00 3,707.000 111,210.00 34 IMPORTED MATERIAL (SHOULDER BACKING) M3 100.0000 4,000.00 30.000 3,000.00 S) 35 GUARD RAILING WEED CONTROL MAT M 100.0000 9,200.00 100.000 10,000.00 36 STRAW (EROSION CONTROL) TONN 850.0000 1,020.00 1.200 1,020.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 920.00 920.000 920.00 S) 38 FIBER ROLLS M 15.0000 16,800.00 917.000 13,755.00 S) 39 COMPOST (EROSION CONTROL) M3 500.0000 550.00 1.100 550.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 52.0000 2,808.00 54.000 2,808.00 S) 41 STABILIZING EMULSION (EROSION CONTROL) KG 7.0000 483.00 69.000 483.00 S) 42 ASPHALT CONCRETE (TYPE A) TONN 85.0000 135,150.00 1,209.800 102,833.00 43 PAVING ASPHALT (BINDER-PAVEMENT TONN 500.0000 1,050.00 0.000 0.00 REINFORCING FABRIC) 44 PAVEMENT REINFORCING FABRIC M2 2.0000 3,520.00 0.000 0.00 45 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 220.00 1.100 220.00 46 FURNISH PILING (CLASS 900) M 225.0000 196,875.00 874.650 196,796.25 (ALTERNATIVE W) 47 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 3,200.0000 108,800.00 34.000 108,800.00 S) 48 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 310.0000 285,200.00 919.700 285,107.00 PILING (610 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 7,500.0000 270,000.00 36.000 270,000.00 S) PILE (610 MM) PROGRAM CAS145 PAGE 3 DATE 04/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 04:08 PM ESTIMATE NO. 27 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/07 R.E. NAME: RADFORD, ALAN DATE OF THIS ESTIMATE 04/17/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 50,000.0000 50,000.00 1.000 50,000.00 S) 51 SEAL COURSE CONCRETE M3 660.0000 52,800.00 102.800 67,848.00 F) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 920.0000 138,920.00 151.000 138,920.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 920.0000 513,360.00 558.000 513,360.00 F) 54 JOINT SEAL (MR 40 MM) M 200.0000 5,000.00 24.400 4,880.00 S) 55 BAR REINFORCING STEEL (BRIDGE) KG 2.9600 376,512.00 130,601.000 386,578.96 SF) 56 ROADSIDE SIGN - ONE POST EA 350.0000 700.00 0.000 0.00 57 WELDED STEEL PIPE CASING (BRIDGE) M 390.0000 7,410.00 16.850 6,571.50 58 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 74.0000 42,180.00 135.600 10,034.40 59 ROCK SLOPE PROTECTION FABRIC M2 5.0000 2,150.00 192.500 962.50 60 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 6,350.00 0.000 0.00 SF) 61 GUARD RAILING DELINEATOR EA 15.0000 180.00 12.000 180.00 62 OBJECT MARKER (TYPE L-1) EA 35.0000 140.00 0.000 0.00 63 METAL BEAM GUARD RAILING M 343.0000 10,633.00 29.800 10,221.40 64 END SECTION EA 175.0000 700.00 4.000 700.00 65 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 12,000.00 4.000 12,000.00 66 CONCRETE BARRIER (TYPE 732) M 250.0000 36,250.00 145.000 36,250.00 SF) 67 THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,840.00 1,256.000 5,024.00 S) (SPRAYABLE) 68 PAINT PAVEMENT MARKING (2-COAT) M2 60.0000 342.00 5.700 342.00 S) 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 616.00 108.000 864.00 PROGRAM CAS145 PAGE 4 DATE 04/17/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 04:08 PM ESTIMATE NO. 27 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/07 R.E. NAME: RADFORD, ALAN DATE OF THIS ESTIMATE 04/17/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,250.00 3,061,372.01 ADJUSTMENT OF COMPENSATION 0.00 3,280.00 EXTRA WORK 9,285.56 258,440.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 10,535.56 3,323,092.83 70 MOBILIZATION LS 347,000.0000 347,000.00 1.000 347,000.00 ORIGINAL CONTRACT AMOUNT 3,476,758.00 TOTAL WORK COMPLETED 10,535.56 3,670,092.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -125.00 -35,148.19 TOTAL 10,410.56 3,634,944.64 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 10/07/04 260 01/12/05 10/22/04 02/02/07 230 339 0 0 100% 100% RADFORD, ALAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/17/07