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 07/22/09 EST. NO.09 TIME 07:39 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 --------------------------------------------------------------------------- 003 0004 226.75 E.W. @ F.A.(+) 060109 N 6.0 0 0005 200.00 062209 N 12.0 0 008 0001 596.07 E.W. @ F.A.(+) 042409 N 0007.0 0002 199.62 042709 N 0008.0 0003 1,118.34 042209 N 0009.0 0004 492.95 042309 N 0010.0 2,833.73 TOTAL THIS ESTIMATE 4,481.60 TOTAL PREVIOUS ESTIMATE 7,315.33 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 07/22/09 EST. NO.09 TIME 07:39 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 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACTOR VIO -15,440.00 02 RTN SUB VIO 15,440.00 03 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7-09 -5,000.00 09 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 07:39 AM ESTIMATE NO. 09 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 07/20/09 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 07/22/09 LOCATION RERUN PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.050 150.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 132,500.00 19.000 9,500.00 83.000 41,500.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.0000 7,400.00 1,850.000 7,400.00 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.240 4,800.00 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 S) PREVENTION PLAN 06 TEMPORARY CLEAR WATER DIVERSION LS 15,000.0000 15,000.00 0.000 0.00 SYSTEM 07 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 4,840.00 0.000 0.00 S) 08 TEMPORARY SILT FENCE LF 4.0000 2,040.00 510.000 2,040.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 1.000 500.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 2,000.00 0.000 0.00 11 TEMPORARY COVER SQYD 4.0000 3,120.00 0.000 0.00 12 TEMPORARY STRAW BALE BARRIER LF 10.0000 14,500.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 200.00 1.000 200.00 14 STREET SWEEPING LS 5,000.0000 5,000.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500.00 S) 16 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 17 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 2,080.00 0.000 0.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 9,800.00 0.000 0.00 S) 19 TRAFFIC PLASTIC DRUM EA 45.0000 11,250.00 0.000 0.00 S) 20 TEMPORARY PAVEMENT MARKER EA 8.0000 2,880.00 0.000 0.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 6,000.00 0.000 0.00 S) 22 TEMPORARY FLASHING BEACON LS 30,000.0000 30,000.00 0.240 7,200.00 S) (SOLAR POWERED) PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 07:39 AM ESTIMATE NO. 09 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 07/20/09 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING SQYD 5.0000 3,950.00 0.000 0.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 27,800.00 0.000 0.00 S) STRIPE 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,930.00 0.000 0.00 S) 26 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,820.00 0.000 0.00 27 REMOVE CULVERT EA 4,000.0000 16,000.00 0.000 0.00 28 REMOVE HEADWALL EA 500.0000 1,000.00 0.000 0.00 29 REMOVE DELINEATOR EA 5.0000 900.00 0.000 0.00 30 SALVAGE TEMPORARY RAILING (TYPE K) LF 3.0000 10,140.00 0.000 0.00 31 SALVAGE TEMPORARY CRASH CUSHION EA 500.0000 1,000.00 0.000 0.00 (TYPE ABSORB 350) 32 RELOCATE TEMPORARY CRASH CUSHION EA 1,000.0000 2,000.00 0.000 0.00 (TYPE ABSORB 350) 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 16,500.00 0.000 0.00 S) 34 RESET TEMPORARY RAILING (TYPE K) LF 3.0000 9,630.00 0.000 0.00 35 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.100 2,000.00 0.100 2,000.00 36 ROADWAY EXCAVATION CY 12.0000 289,200.00 856.000 10,272.00 856.000 10,272.00 37 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.000 0.00 38 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 50.0000 53,500.00 0.000 0.00 F) 39 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 36,750.00 0.000 0.00 F) 40 LEAN CONCRETE BACKFILL CY 110.0000 114,730.00 624.900 68,739.00 831.000 91,410.00 F) 41 DITCH EXCAVATION CY 15.0000 4,350.00 0.000 0.00 42 IMPORTED MATERIAL (SHOULDER BACKING) TON 80.0000 9,600.00 0.000 0.00 43 IMPORTED RIVER GRAVEL CY 90.0000 8,100.00 0.000 0.00 44 WEED CONTROL MAT (FIBER) SQYD 6.0000 1,020.00 0.000 0.00 45 IMPORTED TOPSOIL CY 65.0000 16,900.00 0.000 0.00 46 EROSION CONTROL (TYPE D) SQYD 1.0000 9,870.00 0.000 0.00 S) 47 FIBER ROLLS LF 3.0000 3,360.00 0.000 0.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 0.000 0.00 S) 49 CLASS 2 AGGREGATE BASE CY 55.0000 74,250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 07:39 AM ESTIMATE NO. 09 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 07/20/09 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 3 AGGREGATE BASE CY 120.0000 20,400.00 0.000 0.00 51 HOT MIX ASPHALT (TYPE A) TON 102.0000 172,380.00 0.000 0.00 52 HOT MIX ASPHALT (OPEN GRADED) TON 120.0000 344,400.00 0.000 0.00 53 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 25.0000 1,550.00 0.000 0.00 54 SHOULDER RUMBLE STRIP STA 135.0000 18,900.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 55 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 840.00 0.000 0.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 840.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 1,980.00 0.000 0.00 58 PLACE HOT MIX ASPHALT SQYD 18.0000 4,680.00 0.000 0.00 (MISCELLANEOUS AREA) 59 TACK COAT TON 500.0000 5,000.00 0.000 0.00 60 STEEL SOLDIER PILE (HP 14 X 89) LF 105.0000 785,610.00 5,402.000 567,210.00 7,482.000 785,610.00 61 48" DRILLED HOLE LF 135.0000 437,535.00 2,201.000 297,135.00 3,241.000 437,535.00 S) 62 TIEBACK ANCHOR EA 6,700.0000 1,554,400.00 25.000 167,500.00 25.000 167,500.00 S) 63 CLASS 2 CONCRETE (BACKFILL) CY 130.0000 90,870.00 393.800 51,194.00 558.000 72,540.00 64 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 7,650.00 0.000 0.00 F) 65 TIMBER LAGGING MFBM 3,000.0000 216,000.00 13.400 40,200.00 13.400 40,200.00 F) 66 CLEAN AND PAINT STEEL SOLDIER PILING LS 150,000.0000 150,000.00 0.760 114,000.00 1.000 150,000.00 67 PAINT TIMBER LAGGING LS 15,000.0000 15,000.00 0.000 0.00 68 48" CORRUGATED STEEL PIPE (.168" THICK) LF 225.0000 3,375.00 0.000 0.00 69 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 23,000.00 0.000 0.00 70 PERMEABLE MATERIAL CY 125.0000 13,750.00 0.000 0.00 71 GEOMEMBRANE (WATER BARRIER) SQYD 10.0000 4,300.00 0.000 0.00 72 GEOTEXTILE (CUSHION FABRIC) SQYD 1.0000 430.00 0.000 0.00 73 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 4,800.00 0.000 0.00 (.079" THICK) 74 12" ENTRANCE TAPER EA 500.0000 500.00 0.000 0.00 75 12" ANCHOR ASSEMBLY EA 500.0000 3,000.00 0.000 0.00 76 42" WELDED STEEL PIPE (.375" THICK) LF 1,000.0000 130,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 07:39 AM ESTIMATE NO. 09 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 07/20/09 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 120.0000 14,400.00 0.000 0.00 78 ROCK SLOPE PROTECTION CY 120.0000 8,640.00 0.000 0.00 (BACKING NO. 2, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,200.00 0.000 0.00 80 MINOR CONCRETE (TIEBACK COVER BLOCK) CY 1,000.0000 119,000.00 0.000 0.00 F) 81 MINOR CONCRETE (GUTTER) LF 40.0000 15,880.00 0.000 0.00 F) 82 MINOR CONCRETE (COPING) CY 1,000.0000 74,000.00 0.000 0.00 F) 83 MARKER (CULVERT) EA 50.0000 300.00 0.000 0.00 84 GUARD RAILING DELINEATOR EA 25.0000 150.00 0.000 0.00 85 METAL BEAM GUARD RAILING LF 35.0000 31,150.00 0.000 0.00 S) 86 CABLE RAILING LF 25.0000 9,925.00 0.000 0.00 SF) 87 END CAP EA 200.0000 200.00 0.000 0.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 0.000 0.00 S) 89 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 2,000.00 0.000 0.00 S) 90 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,720.00 0.000 0.00 S) 91 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2500 3,275.00 0.000 0.00 S) 92 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,270.00 0.000 0.00 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,280.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 07:39 AM ESTIMATE NO. 09 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 07/20/09 R.E. NAME: MCGEE, JAMES DATE OF THIS ESTIMATE 07/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,327,750.00 1,825,357.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,833.73 7,315.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,330,583.73 1,832,672.33 94 MOBILIZATION LS 550,000.0000 550,000.00 0.950 522,500.00 ORIGINAL CONTRACT AMOUNT 5,937,490.00 TOTAL WORK COMPLETED 1,330,583.73 2,355,172.33 MATERIALS ON HAND ON SITE 232,678.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 1,325,583.73 2,582,850.79 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 09/05/08 265 04/06/09 09/22/08 04/21/10 78 127 19 0 40% 27% PROGRESS IS SATISFACTORY PER RE REQUEST MCGEE, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09