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 04/22/10 EST. NO.11 TIME 10:23 AM R.E. NAME: HAYLER, CHARLES 01-364604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0013 4,060.89 E.W. @ F.A.(+) 021710 N 0085.0 0014 1,751.86 021810 N 0086.0 0015 1,751.86 021910 N 0087.0 0016 1,751.86 022210 N 0088.0 0017 1,884.60 022410 N 0089.0 0019 1,873.56 030110 N 0091.0 0020 1,751.86 030210 N 0092.0 0021 1,751.86 030310 N 0093.0 0022 1,232.08 030410 N 0094.0 0023 393.20 031610 N 0095.0 005 0010 1,840.00 E.W. @ F.A.(+) 032709 N 0083.0 0011 1,897.50 040910 N 0097.0 006 0009 1,628.36 E.W. @ F.A.(+) 032610 N 0084.0 0010 117.77 102109 N 0098.0 23,687.26 TOTAL THIS ESTIMATE 461,550.27 TOTAL PREVIOUS ESTIMATE 485,237.53 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 04/22/10 EST. NO.11 TIME 10:23 AM R.E. NAME: HAYLER, CHARLES 01-364604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 03/10 LTR -8,000.00 10 RETURN DEDUCT 3/10 8,000.00 11 8,000.00 0.00 TOTAL DEDUCTIONS 8,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-364604 TIME 10:23 AM ESTIMATE NO. 11 BID OPENING 02/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 04/22/10 LOCATION PROGRESS ESTIMATE 01-HUM-169-22.2/30.2 ----------------- MERCER FRASER COMPANY IN HUMBOLDT COUNTY AT VARIOUS P O BOX 1006 LOCATIONS FROM CAPPELL CREEK BRIDGE EUREKA CA 955021006 TO MARTINS FERRY SCHOOL CREEK BRIDGE FED. AID NO. ACST-S169(5)E ,P-S169(5)E REPLACE BRIDGES(#4-304,305,306,307) ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.051 382.50 0.488 3,660.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 615,000.00 21.000 31,500.00 200.000 300,000.00 03 TEMPORARY FENCE (TYPE ESA) M 24.0000 384.00 36.600 878.40 04 TEMPORARY SUPPORT LS 250,000.0000 250,000.00 0.700 175,000.00 05 CONSTRUCTION SITE MANAGEMENT LS 36,000.0000 36,000.00 0.051 1,836.00 0.838 30,168.00 06 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.020 200.00 0.695 6,950.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 25.0000 7,000.00 175.200 4,380.00 08 TEMPORARY SILT FENCE M 20.0000 3,200.00 222.000 4,440.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 2.000 5,000.00 10 TEMPORARY CHECK DAM M 30.0000 8,100.00 13.700 411.00 11 MOVE-IN/MOVE-OUT EA 375.0000 1,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY HYDRAULIC MULCH M2 2.0000 2,600.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 13 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.103 2,060.00 0.621 12,420.00 14 TRAFFIC CONTROL SYSTEM LS 109,000.0000 109,000.00 0.051 5,559.00 0.488 53,192.00 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 120.0000 1,920.00 0.000 0.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 12.0000 21,840.00 38.100 457.20 17 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,380.00 0.000 0.00 18 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.000 0.00 19 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 40,000.00 0.102 510.00 0.976 4,880.00 21 TEMPORARY FLASHING BEACON (LOCATION 3) LS 10,000.0000 10,000.00 0.000 0.00 22 TEMPORARY FLASHING BEACON (LOCATION 4) LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-364604 TIME 10:23 AM ESTIMATE NO. 11 BID OPENING 02/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 60.0000 24,600.00 146.340 8,780.40 24 TEMPORARY RAILING (TYPE K) (MODIFIED) M 146.0000 23,360.00 0.000 0.00 25 TEMPORARY CRASH CUSHION EA 5,900.0000 94,400.00 0.000 0.00 (QUADGUARD CZ SYSTEM) 26 REMOVE METAL BEAM GUARD RAILING M 40.0000 3,080.00 55.100 2,204.00 27 REMOVE WHITE THERMOPLASTIC TRAFFIC M 13.0000 4,550.00 0.000 0.00 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 13.0000 5,980.00 0.000 0.00 29 BRIDGE REMOVAL, LOCATION A LS 140,000.0000 140,000.00 1.000 140,000.00 30 BRIDGE REMOVAL, LOCATION B LS 115,000.0000 115,000.00 0.850 97,750.00 31 BRIDGE REMOVAL, LOCATION C LS 80,000.0000 80,000.00 0.000 0.00 32 BRIDGE REMOVAL, LOCATION D LS 50,000.0000 50,000.00 0.000 0.00 33 RELOCATE TEMPORARY CRASH CUSHION EA 900.0000 7,200.00 0.000 0.00 (QUADGUARD CZ SYSTEM) 34 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.750 7,500.00 35 ROADWAY EXCAVATION M3 85.0000 62,050.00 54.400 4,624.00 36 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 0.046 207.00 0.789 3,550.50 37 TREATED WOOD WASTE COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.700 1,050.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 170,600.00 183.000 36,600.00 F) 39 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 39,900.00 0.000 0.00 F) 40 PERVIOUS BACKFILL MATERIAL M3 300.0000 17,700.00 0.000 0.00 F) 41 EROSION CONTROL (TYPE D) M2 2.2500 2,925.00 0.000 0.00 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 375.0000 1,125.00 0.000 0.00 43 CLASS 2 AGGREGATE BASE M3 222.0000 26,640.00 0.000 0.00 44 HOT MIX ASPHALT (TYPE A) TONN 123.0000 217,710.00 0.000 0.00 45 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 430.00 0.000 0.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 240.00 0.000 0.00 47 PLACE HOT MIX ASPHALT M2 20.0000 8,400.00 0.000 0.00 (MISCELLANEOUS AREA) 48 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 417,600.00 0.000 0.00 PILING 49 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,150.0000 629,950.00 44.800 96,320.00 292.975 629,896.25 PILING PROGRAM CAS145 PAGE 3 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-364604 TIME 10:23 AM ESTIMATE NO. 11 BID OPENING 02/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE M3 1,900.0000 2,663,800.00 83.000 157,700.00 150.000 285,000.00 F) 51 JOINT SEAL (MR 25 MM) M 50.0000 3,300.00 0.000 0.00 52 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 674,400.00 23,402.300 46,804.60 70,265.000 140,530.00 F) 53 ROCK SLOPE PROTECTION M3 102.0000 37,740.00 63.000 6,426.00 (BACKING NO. 1, METHOD B) 54 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 92.0000 24,840.00 0.000 0.00 55 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 92.0000 35,880.00 125.000 11,500.00 56 ROCK SLOPE PROTECTION FABRIC M2 7.0000 6,090.00 0.000 0.00 57 GUARD RAILING DELINEATOR EA 25.0000 650.00 0.000 0.00 58 METAL BEAM GUARD RAILING M 80.0000 5,600.00 0.000 0.00 59 BICYCLE RAILING M 555.0000 207,015.00 0.000 0.00 F) 60 TRANSITION RAILING (TYPE WB) EA 3,900.0000 50,700.00 0.000 0.00 61 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0.00 62 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 18,600.00 0.000 0.00 63 CRASH CUSHION (TAU II SYSTEM) EA 15,400.0000 46,200.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 80 MODIFIED) M 335.0000 125,625.00 0.000 0.00 F) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 7,600.00 0.000 0.00 66 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-364604 TIME 10:23 AM ESTIMATE NO. 11 BID OPENING 02/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: HAYLER, CHARLES DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 343,079.10 1,977,247.75 ADJUSTMENT OF COMPENSATION 0.00 -12,377.06 EXTRA WORK 23,687.26 497,614.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 366,766.36 2,462,485.28 67 MOBILIZATION LS 490,000.0000 490,000.00 0.950 465,500.00 ORIGINAL CONTRACT AMOUNT 7,934,404.00 TOTAL WORK COMPLETED 366,766.36 2,927,985.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,000.00 0.00 TOTAL 374,766.36 2,927,985.28 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 03/27/09 410 03/12/09 05/21/09 05/11/11 200 27 7 0 35% 48% PROGRESS IS SATISFACTORY HAYLER, CHARLES RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/10