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 01/05/10 EST. NO.07 TIME 02:18 PM R.E. NAME: HAYLER, CHARLES 01-474304 --------------------------------------------------------------------------- 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 0006 813.07 E.W. @ F.A.(+) 101909 N 0006 0 0007 561.08 102209 N 0007 0 0008 813.07 102309 N 0008 0 0009 561.08 102809 N 0009 0 0010 645.07 102909 N 0010 0 0011 389.31 110309 N 0011 0 0012 389.31 111009 N 0012 0 002 0015 70,000.50 E.W. @ F.A.(+) 102809 N 0015 0 74,172.49 TOTAL THIS ESTIMATE 124,728.73 TOTAL PREVIOUS ESTIMATE 198,901.22 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 01/05/10 EST. NO.07 TIME 02:18 PM R.E. NAME: HAYLER, CHARLES 01-474304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 -10,000.00 07 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 01/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474304 TIME 02:18 PM ESTIMATE NO. 07 BID OPENING 02/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/10/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 01/05/10 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-96-21.8/ .0 ---------------------------------------- R BROWN CONSTRUCTION COMPANY IN HUMBOLDT COUNTY NEAR WEITCHPEC INC AT 1.2 MI WEST OF KLAMATH RIVER P O BOX 406 BRIDGE #4-144 WILLOW CREEK CA 95573 FED. AID NO. ER-43H (4)E STORM DAMAGE - SOLDIER PILE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.020 40.00 1.000 2,000.00 02 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 1.000 2,000.00 S) PROGRAM 03 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 04 TEMPORARY FIBER ROLL LF 3.5000 700.00 120.000 420.00 05 TEMPORARY SILT FENCE LF 3.5000 700.00 160.000 560.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 500.00 1.000 500.00 07 TEMPORARY COVER SQYD 1.8000 720.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 300.00 3.000 300.00 09 STREET SWEEPING LS 1,000.0000 1,000.00 0.020 20.00 1.000 1,000.00 10 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 1.000 4,000.00 11 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.020 500.00 1.000 25,000.00 12 TYPE III BARRICADE EA 100.0000 200.00 4.000 400.00 13 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 14.0000 336.00 24.000 336.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 980.00 940.000 1,880.00 15 TEMPORARY PORTABLE SIGNAL SYSTEM LS 56,000.0000 56,000.00 1.000 56,000.00 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 10,000.00 1.020 5,100.00 2.000 10,000.00 17 TEMPORARY RAILING (TYPE K) LF 30.0000 14,400.00 340.000 10,200.00 18 TEMPORARY CRASH CUSHION MODULE EA 250.0000 5,500.00 11.000 2,750.00 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.7500 4,350.00 1,040.000 3,900.00 STRIPE 20 RECONSTRUCT METAL BEAM GUARD RAILING LF 36.0000 6,840.00 190.000 6,840.00 190.000 6,840.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 30.0000 5,100.00 170.000 5,100.00 170.000 5,100.00 22 ROADWAY EXCAVATION CY 56.2500 2,250.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474304 TIME 02:18 PM ESTIMATE NO. 07 BID OPENING 02/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/10/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 01/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 24 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 37.0000 8,140.00 22.000 814.00 220.000 8,140.00 F) 25 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 80.5000 9,660.00 120.000 9,660.00 F) 26 LEAN CONCRETE BACKFILL CY 230.0000 5,290.00 0.000 0.00 F) 27 IMPORTED MATERIAL (SHOULDER BACKING) TON 100.0000 500.00 11.840 1,184.00 11.840 1,184.00 28 EROSION CONTROL (TYPE D) SQYD 11.0000 3,300.00 300.000 3,300.00 300.000 3,300.00 29 CLASS 2 AGGREGATE BASE CY 139.5000 2,092.50 26.250 3,661.88 30 HOT MIX ASPHALT (TYPE A) TON 175.0000 29,750.00 222.730 38,977.75 266.750 46,681.25 31 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,500.0000 150.00 0.100 150.00 0.100 150.00 PAVEMENT INTERLAYER) 32 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 12.0000 1,320.00 110.000 1,320.00 110.000 1,320.00 33 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 37.5000 4,875.00 125.000 4,687.50 125.000 4,687.50 34 PLACE HOT MIX ASPHALT SQYD 37.5000 4,875.00 105.000 3,937.50 105.000 3,937.50 (MISCELLANEOUS AREA) 35 STEEL SOLDIER PIPE (W 14 X 159) LF 103.5000 64,894.50 627.000 64,894.50 F) 36 30" DIAMETER DRILLED HOLE LF 50.0000 30,850.00 473.400 23,670.00 S) 37 STRUCTURAL CONCRETE, BARRIER SLAB CY 615.0000 39,975.00 65.000 39,975.00 F) 38 CLASS 3 CONCRETE (BACKFILL) CY 210.5000 17,471.50 83.000 17,471.50 F) 39 TIMBER LAGGING MFBM 6,056.2500 19,380.00 3.200 19,380.00 F) 40 CLEAN AND PAINT STEEL SOLDIER PILING LS 25,000.0000 25,000.00 0.500 12,500.00 1.000 25,000.00 S) 41 24" ALTERNATIVE PIPE CULVERT LF 50.0000 4,550.00 95.000 4,750.00 95.000 4,750.00 42 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 100.0000 200.00 2.000 200.00 2.000 200.00 43 WALL DRAINAGE SYSTEM LB 6.7500 2,025.00 300.000 2,025.00 SF) 44 GUARD RAILING DELINEATOR EA 26.0000 182.00 7.000 182.00 7.000 182.00 45 METAL BEAM GUARD RAILING (STEEL POST) LF 55.0000 2,090.00 38.000 2,090.00 38.000 2,090.00 46 TRANSITION RAILING (TYPE WB) EA 4,500.0000 9,000.00 2.000 9,000.00 2.000 9,000.00 47 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 48 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 2,800.00 1.000 2,800.00 1.000 2,800.00 49 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 553.2500 61,964.00 11.200 6,196.40 112.000 61,964.00 S) PROGRAM CAS145 PAGE 3 DATE 01/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474304 TIME 02:18 PM ESTIMATE NO. 07 BID OPENING 02/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/10/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 01/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 4,770.00 2,248.000 5,058.00 2,248.000 5,058.00 51 PAVEMENT MARKER EA 30.0000 1,320.00 46.000 1,380.00 46.000 1,380.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 01/05/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-474304 TIME 02:18 PM ESTIMATE NO. 07 BID OPENING 02/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/10/09 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 01/05/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 117,627.15 499,748.13 ADJUSTMENT OF COMPENSATION 0.00 46,441.68 EXTRA WORK 74,172.49 152,459.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 191,799.64 698,649.35 52 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 553,300.50 TOTAL WORK COMPLETED 191,799.64 748,649.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 171,799.64 728,649.35 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 03/13/09 90 06/15/09 03/30/09 11/10/09 95 62 5 0 100% 100% HAYLER, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 01/05/10