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 05/22/06 EST. NO.17 TIME 03:11 PM R.E. NAME: MARTIN, MIKE 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 --------------------------------------------------------------------------- 005 0005 2,204.09 E.W. @ F.A.(+) 100405 N EW0030 0006 353.65 100505 N EW0060 0007 422.14 100605 N EW0080 2,979.88 TOTAL THIS ESTIMATE 166,277.38 TOTAL PREVIOUS ESTIMATE 169,257.26 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 05/22/06 EST. NO.17 TIME 03:11 PM R.E. NAME: MARTIN, MIKE 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 -344.92 -16,458.18 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 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,344.92 -21,458.18 PROGRAM CAS145 PAGE 1 DATE 05/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 03:11 PM ESTIMATE NO. 17 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 05/19/06 R.E. NAME: MARTIN, MIKE DATE OF THIS ESTIMATE 05/22/06 LOCATION PROGRESS ESTIMATE 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 0.500 1,250.00 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 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 65,000.0000 65,000.00 0.100 6,500.00 0.530 34,450.00 06 TEMPORARY SILT FENCE M 10.0000 3,900.00 48.000 480.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 1.000 1,500.00 08 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 0.900 3,150.00 S) 09 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.450 18,000.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,025.00 2.160 162.00 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 2,550.00 175.000 875.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,580.00 31.000 930.00 31.000 930.00 S) 13 TEMPORARY SIGNAL SYSTEM LS 100,000.0000 100,000.00 0.700 70,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.080 2,000.00 0.530 13,250.00 S) 15 TEMPORARY RAILING (TYPE K) M 85.0000 59,500.00 18.000 1,530.00 384.000 32,640.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 23,250.00 11.000 2,750.00 61.000 15,250.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,280.00 29.000 580.00 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 0.000 0.00 20 REMOVE ROADSIDE SIGN EA 100.0000 200.00 4.000 400.00 21 RESET ROADSIDE SIGN EA 350.0000 700.00 0.000 0.00 22 ADJUST METAL BEAM GUARD RAILING M 200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 03:11 PM ESTIMATE NO. 17 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 05/19/06 R.E. NAME: MARTIN, MIKE DATE OF THIS ESTIMATE 05/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 25 BRIDGE REMOVAL LS 130,000.0000 130,000.00 0.400 52,000.00 26 BRIDGE REMOVAL (PORTION) LS 9,000.0000 9,000.00 0.000 0.00 27 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.500 5,000.00 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 530.00 276.000 276.00 F) 31 STRUCTURE EXCAVATION (TYPE D) M3 500.0000 170,000.00 156.000 78,000.00 F) 32 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 13,000.00 39.000 3,900.00 F) 33 IMPORTED BORROW M3 30.0000 100,200.00 149.000 4,470.00 1,975.000 59,250.00 34 IMPORTED MATERIAL (SHOULDER BACKING) M3 100.0000 4,000.00 0.000 0.00 S) 35 GUARD RAILING WEED CONTROL MAT M 100.0000 9,200.00 0.000 0.00 36 STRAW (EROSION CONTROL) TONN 850.0000 1,020.00 0.000 0.00 S) 37 FIBER (EROSION CONTROL) KG 1.0000 920.00 0.000 0.00 S) 38 FIBER ROLLS M 15.0000 16,800.00 0.000 0.00 S) 39 COMPOST (EROSION CONTROL) M3 500.0000 550.00 0.000 0.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 52.0000 2,808.00 0.000 0.00 S) 41 STABILIZING EMULSION (EROSION CONTROL) KG 7.0000 483.00 0.000 0.00 S) 42 ASPHALT CONCRETE (TYPE A) TONN 85.0000 135,150.00 0.000 0.00 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 0.000 0.00 46 FURNISH PILING (CLASS 900) M 225.0000 196,875.00 411.600 92,610.00 (ALTERNATIVE W) 47 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 3,200.0000 108,800.00 16.000 51,200.00 S) 48 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 310.0000 285,200.00 384.175 119,094.25 PILING (610 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 7,500.0000 270,000.00 15.000 112,500.00 S) PILE (610 MM) PROGRAM CAS145 PAGE 3 DATE 05/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 03:11 PM ESTIMATE NO. 17 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 05/19/06 R.E. NAME: MARTIN, MIKE DATE OF THIS ESTIMATE 05/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 50,000.0000 50,000.00 0.430 21,500.00 S) 51 SEAL COURSE CONCRETE M3 660.0000 52,800.00 54.200 35,772.00 F) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 920.0000 138,920.00 70.300 64,676.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 920.0000 513,360.00 216.400 199,088.00 F) 54 JOINT SEAL (MR 40 MM) M 200.0000 5,000.00 0.000 0.00 S) 55 BAR REINFORCING STEEL (BRIDGE) KG 2.9600 376,512.00 54,254.000 160,591.84 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 61.000 4,514.00 59 ROCK SLOPE PROTECTION FABRIC M2 5.0000 2,150.00 61.500 307.50 60 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 6,350.00 0.000 0.00 SF) 61 GUARD RAILING DELINEATOR EA 15.0000 180.00 0.000 0.00 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 0.000 0.00 64 END SECTION EA 175.0000 700.00 0.000 0.00 65 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 12,000.00 0.000 0.00 66 CONCRETE BARRIER (TYPE 732) M 250.0000 36,250.00 65.250 16,312.50 72.500 18,125.00 SF) 67 THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,840.00 0.000 0.00 S) (SPRAYABLE) 68 PAINT PAVEMENT MARKING (2-COAT) M2 60.0000 342.00 0.000 0.00 S) 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 616.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-311714 TIME 03:11 PM ESTIMATE NO. 17 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 05/19/06 R.E. NAME: MARTIN, MIKE DATE OF THIS ESTIMATE 05/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 34,492.50 1,293,619.09 ADJUSTMENT OF COMPENSATION 0.00 -5,000.00 EXTRA WORK 2,979.88 174,257.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 37,472.38 1,462,876.35 70 MOBILIZATION LS 347,000.0000 347,000.00 1.000 347,000.00 ORIGINAL CONTRACT AMOUNT 3,476,758.00 TOTAL WORK COMPLETED 37,472.38 1,809,876.35 MATERIALS ON HAND ON SITE 307,568.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,344.92 -21,458.18 TOTAL 32,127.46 2,095,986.99 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 10/07/04 260 01/12/05 10/22/04 12/31/06 80 313 0 0 48% 31% PROGRESS IS SATISFACTORY MARTIN, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/06