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 01/12/12 EST. NO.30 TIME 11:16 AM R.E. NAME: MCGEE, JAMES 01-470214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/12/12 EST. NO.30 TIME 11:16 AM R.E. NAME: MCGEE, JAMES 01-470214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO BASELINE CPM -143,360.12 07 NO BASELINE CPM 143,360.12 08 SPPP NON COMPLIANCE -5,000.00 19 MISSING CPM UPDATES -10,000.00 27 MISSING SWPPP REPORT -10,000.00 27 MISSING FNL CEM4401 -10,000.00 28 MISSING 2010 CEM4401 -10,000.00 28 RECEIVD 2010 CEM4401 10,000.00 30 RECEIVED FNL CEM4401 10,000.00 30 20,000.00 -25,000.00 EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACTOR VIO -15,440.00 02 RTN SUB VIO 15,440.00 03 MISSING CEM2420F -10,000.00 28 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7-09 -5,000.00 09 RETURN LCV DEDUCT 5,000.00 10 CERTIFIED PAYROLLS -6,470.58 28 CERTIFIED PAYROLLS 6,470.58 29 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -35,000.00 PROGRAM CAS145 PAGE 1 DATE 01/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 11:16 AM ESTIMATE NO. 30 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/11 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 01/12/12 LOCATION SEMI-FINAL ESTIMATE 01-HUM-101-R40.9/R42.2 ------------------- GORDON N BALL INC IN HUMBOLDT COUNTY NEAR REDCREST 333 CAMILLE AVENUE FROM 2.1 MILES SOUTH TO 0.9 MILE ALAMO CA 94507 SOUTH OF BEAR CREEK BRIDGE FED. AID NO. ER-43F4(4)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.350 1,050.00 002 TIME-RELATED OVERHEAD WDAY 500.0000 132,500.00 269.000 134,500.00 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 7,400.00 1,850.130 7,400.52 004 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000.00 005 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 (S) PREVENTION PLAN 006 TEMPORARY CLEAR WATER DIVERSION LS 15,000.0000 15,000.00 1.000 15,000.00 SYSTEM 007 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 4,840.00 0.000 0.00 (S) 008 TEMPORARY SILT FENCE LF 4.0000 2,040.00 1,010.000 4,040.00 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 2.000 1,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 2,000.00 0.000 0.00 011 TEMPORARY COVER SQYD 4.0000 3,120.00 780.000 3,120.00 012 TEMPORARY STRAW BALE BARRIER LF 10.0000 14,500.00 0.000 0.00 013 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 200.00 1.000 200.00 014 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000.00 015 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 017 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 2,080.00 126.000 1,008.00 (S) 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 9,800.00 19,589.000 9,794.50 (S) 019 TRAFFIC PLASTIC DRUM EA 45.0000 11,250.00 243.000 10,935.00 (S) 020 TEMPORARY PAVEMENT MARKER EA 8.0000 2,880.00 359.000 2,872.00 (S) 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 6,000.00 2.000 6,000.00 (S) 022 TEMPORARY FLASHING BEACON LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (SOLAR POWERED) PROGRAM CAS145 PAGE 2 DATE 01/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 11:16 AM ESTIMATE NO. 30 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/11 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 01/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 OBLITERATE SURFACING SQYD 5.0000 3,950.00 790.000 3,950.00 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 27,800.00 15,450.000 30,900.00 (S) STRIPE 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,930.00 4,258.000 4,258.00 (S) 026 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,820.00 126.000 882.00 027 REMOVE CULVERT EA 4,000.0000 16,000.00 4.000 16,000.00 028 REMOVE HEADWALL EA 500.0000 1,000.00 2.000 1,000.00 029 REMOVE DELINEATOR EA 5.0000 900.00 172.000 860.00 030 SALVAGE TEMPORARY RAILING (TYPE K) LF 3.0000 10,140.00 3,380.000 10,140.00 031 SALVAGE TEMPORARY CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000.00 (TYPE ABSORB 350) 032 RELOCATE TEMPORARY CRASH CUSHION EA 1,000.0000 2,000.00 2.000 2,000.00 (TYPE ABSORB 350) 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 16,500.00 703.000 4,218.00 3,853.000 23,118.00 (S) 034 RESET TEMPORARY RAILING (TYPE K) LF 3.0000 9,630.00 3,210.000 9,630.00 035 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 036 ROADWAY EXCAVATION CY 12.0000 289,200.00 549.000 6,588.00 24,100.000 289,200.00 037 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 50.0000 53,500.00 1,070.000 53,500.00 (F) 039 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 36,750.00 360.000 18,000.00 (F) 040 LEAN CONCRETE BACKFILL CY 110.0000 114,730.00 831.000 91,410.00 (F) 041 DITCH EXCAVATION CY 15.0000 4,350.00 218.000 3,270.00 042 IMPORTED MATERIAL (SHOULDER BACKING) TON 80.0000 9,600.00 109.400 8,752.00 043 IMPORTED RIVER GRAVEL CY 90.0000 8,100.00 90.000 8,100.00 044 WEED CONTROL MAT (FIBER) SQYD 6.0000 1,020.00 166.000 996.00 045 IMPORTED TOPSOIL CY 65.0000 16,900.00 260.000 16,900.00 046 EROSION CONTROL (TYPE D) SQYD 1.0000 9,870.00 3,408.000 3,408.00 9,870.000 9,870.00 (S) 047 FIBER ROLLS LF 3.0000 3,360.00 564.000 1,692.00 2,197.000 6,591.00 (S) 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 049 CLASS 2 AGGREGATE BASE CY 55.0000 74,250.00 1,350.000 74,250.00 PROGRAM CAS145 PAGE 3 DATE 01/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 11:16 AM ESTIMATE NO. 30 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/11 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 01/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 3 AGGREGATE BASE CY 120.0000 20,400.00 0.000 0.00 051 HOT MIX ASPHALT (TYPE A) TON 102.0000 172,380.00 1,122.270 114,471.54 052 HOT MIX ASPHALT (OPEN GRADED) TON 120.0000 344,400.00 2,719.560 326,347.20 053 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 25.0000 1,550.00 0.000 0.00 054 SHOULDER RUMBLE STRIP STA 135.0000 18,900.00 131.000 17,685.00 (HMA,GROUND-IN INDENTATIONS) 055 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 840.00 63.000 378.00 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 840.00 180.000 1,080.00 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 1,980.00 410.000 2,460.00 058 PLACE HOT MIX ASPHALT SQYD 18.0000 4,680.00 276.000 4,968.00 (MISCELLANEOUS AREA) 059 TACK COAT TON 500.0000 5,000.00 4.100 2,050.00 060 STEEL SOLDIER PILE (HP 14 X 89) LF 105.0000 785,610.00 7,482.000 785,610.00 061 48" DRILLED HOLE LF 135.0000 437,535.00 115.000 15,525.00 3,241.900 437,656.50 (S) 062 TIEBACK ANCHOR EA 6,700.0000 1,554,400.00 232.000 1,554,400.00 (S) 063 CLASS 2 CONCRETE (BACKFILL) CY 130.0000 90,870.00 558.000 72,540.00 064 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 7,650.00 5.090 7,635.00 (F) 065 TIMBER LAGGING MFBM 3,000.0000 216,000.00 68.160 204,480.00 (F) 066 CLEAN AND PAINT STEEL SOLDIER PILING LS 150,000.0000 150,000.00 1.000 150,000.00 067 PAINT TIMBER LAGGING LS 15,000.0000 15,000.00 1.000 15,000.00 068 48" CORRUGATED STEEL PIPE (.168" THICK) LF 225.0000 3,375.00 8.000 1,800.00 15.000 3,375.00 069 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 23,000.00 460.000 23,000.00 070 PERMEABLE MATERIAL CY 125.0000 13,750.00 125.000 15,625.00 071 GEOMEMBRANE (WATER BARRIER) SQYD 10.0000 4,300.00 430.000 4,300.00 072 GEOTEXTILE (CUSHION FABRIC) SQYD 1.0000 430.00 0.000 0.00 073 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 4,800.00 100.000 4,000.00 (.079" THICK) 074 12" ENTRANCE TAPER EA 500.0000 500.00 1.000 500.00 075 12" ANCHOR ASSEMBLY EA 500.0000 3,000.00 3.000 1,500.00 076 42" WELDED STEEL PIPE (.375" THICK) LF 1,000.0000 130,000.00 130.000 130,000.00 PROGRAM CAS145 PAGE 4 DATE 01/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 11:16 AM ESTIMATE NO. 30 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/11 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 01/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 120.0000 14,400.00 120.000 14,400.00 078 ROCK SLOPE PROTECTION CY 120.0000 8,640.00 65.000 7,800.00 (BACKING NO. 2, METHOD B) 079 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,200.00 600.000 1,200.00 080 MINOR CONCRETE (TIEBACK COVER BLOCK) CY 1,000.0000 119,000.00 119.000 119,000.00 (F) 081 MINOR CONCRETE (GUTTER) LF 40.0000 15,880.00 396.580 15,863.20 (F) 082 MINOR CONCRETE (COPING) CY 1,000.0000 74,000.00 73.920 73,920.00 (F) 083 MARKER (CULVERT) EA 50.0000 300.00 6.000 300.00 084 GUARD RAILING DELINEATOR EA 25.0000 150.00 6.000 150.00 085 METAL BEAM GUARD RAILING LF 35.0000 31,150.00 887.500 31,062.50 (S) 086 CABLE RAILING LF 25.0000 9,925.00 397.000 9,925.00 (SF) 087 END CAP EA 200.0000 200.00 1.000 200.00 (S) 088 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 1.000 2,000.00 (S) 089 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 2,000.00 1.000 2,000.00 (S) 090 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,720.00 44,632.000 17,852.80 (S) 091 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2500 3,275.00 14,588.000 3,647.00 (S) 092 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,270.00 1,155.000 3,465.00 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,280.00 890.000 3,560.00 PROGRAM CAS145 PAGE 5 DATE 01/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 11:16 AM ESTIMATE NO. 30 BID OPENING 08/12/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/10/11 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 01/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 33,231.00 5,204,903.76 ADJUSTMENT OF COMPENSATION 0.00 191,012.43 EXTRA WORK 0.00 305,911.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 33,231.00 5,701,827.38 094 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000.00 ORIGINAL CONTRACT AMOUNT 5,937,490.00 TOTAL WORK COMPLETED 33,231.00 6,251,827.38 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -35,000.00 TOTAL 53,231.00 6,216,827.38 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 09/05/08 265 04/06/09 09/22/08 06/10/11 270 407 6 0 100% 100% MCGEE, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 01/12/12