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 06/29/11 EST. NO.28 TIME 02:59 PM 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 --------------------------------------------------------------------------- 001 0025 893.06 E.W. @ F.A.(+) 110310 N 0199.0 0027 3,887.58 051011 N 0201.0 4,780.64 TOTAL THIS ESTIMATE 230,667.01 TOTAL PREVIOUS ESTIMATE 235,447.65 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 06/29/11 EST. NO.28 TIME 02:59 PM 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 -20,000.00 -45,000.00 EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACTOR VIO -15,440.00 02 RTN SUB VIO 15,440.00 03 MISSING CEM2420F -10,000.00 28 -10,000.00 -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 -6,470.58 -6,470.58 TOTAL DEDUCTIONS -36,470.58 -61,470.58 PROGRAM CAS145 PAGE 1 DATE 06/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 02:59 PM ESTIMATE NO. 28 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 06/29/11 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.350 1,050.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 132,500.00 1.000 500.00 269.000 134,500.00 03 TEMPORARY FENCE (TYPE ESA) LF 4.0000 7,400.00 1,850.130 7,400.52 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.030 600.00 1.000 20,000.00 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 1.000 15,000.00 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 1,010.000 4,040.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 2.000 1,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 2,000.00 0.000 0.00 11 TEMPORARY COVER SQYD 4.0000 3,120.00 780.000 3,120.00 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 0.030 150.00 1.000 5,000.00 15 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500.00 1.000 5,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.030 1,500.00 1.000 50,000.00 S) 17 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 2,080.00 126.000 1,008.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 9,800.00 19,589.000 9,794.50 S) 19 TRAFFIC PLASTIC DRUM EA 45.0000 11,250.00 243.000 10,935.00 S) 20 TEMPORARY PAVEMENT MARKER EA 8.0000 2,880.00 359.000 2,872.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 6,000.00 1.000 3,000.00 2.000 6,000.00 S) 22 TEMPORARY FLASHING BEACON LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 S) (SOLAR POWERED) PROGRAM CAS145 PAGE 2 DATE 06/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 02:59 PM ESTIMATE NO. 28 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 06/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING SQYD 5.0000 3,950.00 790.000 3,950.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 27,800.00 1,556.000 3,112.00 15,450.000 30,900.00 S) STRIPE 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,930.00 332.000 332.00 4,258.000 4,258.00 S) 26 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,820.00 126.000 882.00 27 REMOVE CULVERT EA 4,000.0000 16,000.00 4.000 16,000.00 28 REMOVE HEADWALL EA 500.0000 1,000.00 2.000 1,000.00 29 REMOVE DELINEATOR EA 5.0000 900.00 172.000 860.00 30 SALVAGE TEMPORARY RAILING (TYPE K) LF 3.0000 10,140.00 3,380.000 10,140.00 31 SALVAGE TEMPORARY CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000.00 (TYPE ABSORB 350) 32 RELOCATE TEMPORARY CRASH CUSHION EA 1,000.0000 2,000.00 2.000 2,000.00 (TYPE ABSORB 350) 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 16,500.00 3,150.000 18,900.00 S) 34 RESET TEMPORARY RAILING (TYPE K) LF 3.0000 9,630.00 3,210.000 9,630.00 35 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 36 ROADWAY EXCAVATION CY 12.0000 289,200.00 23,551.000 282,612.00 37 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 38 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 50.0000 53,500.00 1,070.000 53,500.00 F) 39 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 36,750.00 360.000 18,000.00 F) 40 LEAN CONCRETE BACKFILL CY 110.0000 114,730.00 831.000 91,410.00 F) 41 DITCH EXCAVATION CY 15.0000 4,350.00 218.000 3,270.00 42 IMPORTED MATERIAL (SHOULDER BACKING) TON 80.0000 9,600.00 109.400 8,752.00 109.400 8,752.00 43 IMPORTED RIVER GRAVEL CY 90.0000 8,100.00 90.000 8,100.00 44 WEED CONTROL MAT (FIBER) SQYD 6.0000 1,020.00 166.000 996.00 45 IMPORTED TOPSOIL CY 65.0000 16,900.00 260.000 16,900.00 46 EROSION CONTROL (TYPE D) SQYD 1.0000 9,870.00 6,462.000 6,462.00 S) 47 FIBER ROLLS LF 3.0000 3,360.00 1,633.000 4,899.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 49 CLASS 2 AGGREGATE BASE CY 55.0000 74,250.00 1,350.000 74,250.00 PROGRAM CAS145 PAGE 3 DATE 06/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 02:59 PM ESTIMATE NO. 28 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 06/29/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,122.270 114,471.54 52 HOT MIX ASPHALT (OPEN GRADED) TON 120.0000 344,400.00 2,719.560 326,347.20 53 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 25.0000 1,550.00 -170.000 -4,250.00 0.000 0.00 54 SHOULDER RUMBLE STRIP STA 135.0000 18,900.00 131.000 17,685.00 131.000 17,685.00 (HMA,GROUND-IN INDENTATIONS) 55 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 840.00 63.000 378.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 840.00 180.000 1,080.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 1,980.00 410.000 2,460.00 58 PLACE HOT MIX ASPHALT SQYD 18.0000 4,680.00 276.000 4,968.00 (MISCELLANEOUS AREA) 59 TACK COAT TON 500.0000 5,000.00 4.100 2,050.00 60 STEEL SOLDIER PILE (HP 14 X 89) LF 105.0000 785,610.00 7,482.000 785,610.00 61 48" DRILLED HOLE LF 135.0000 437,535.00 3,126.900 422,131.50 S) 62 TIEBACK ANCHOR EA 6,700.0000 1,554,400.00 232.000 1,554,400.00 S) 63 CLASS 2 CONCRETE (BACKFILL) CY 130.0000 90,870.00 558.000 72,540.00 64 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 7,650.00 5.090 7,635.00 F) 65 TIMBER LAGGING MFBM 3,000.0000 216,000.00 68.160 204,480.00 F) 66 CLEAN AND PAINT STEEL SOLDIER PILING LS 150,000.0000 150,000.00 1.000 150,000.00 67 PAINT TIMBER LAGGING LS 15,000.0000 15,000.00 1.000 15,000.00 68 48" CORRUGATED STEEL PIPE (.168" THICK) LF 225.0000 3,375.00 7.000 1,575.00 69 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 23,000.00 460.000 23,000.00 70 PERMEABLE MATERIAL CY 125.0000 13,750.00 125.000 15,625.00 71 GEOMEMBRANE (WATER BARRIER) SQYD 10.0000 4,300.00 430.000 4,300.00 72 GEOTEXTILE (CUSHION FABRIC) SQYD 1.0000 430.00 0.000 0.00 73 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 4,800.00 100.000 4,000.00 (.079" THICK) 74 12" ENTRANCE TAPER EA 500.0000 500.00 1.000 500.00 1.000 500.00 75 12" ANCHOR ASSEMBLY EA 500.0000 3,000.00 3.000 1,500.00 76 42" WELDED STEEL PIPE (.375" THICK) LF 1,000.0000 130,000.00 130.000 130,000.00 PROGRAM CAS145 PAGE 4 DATE 06/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 02:59 PM ESTIMATE NO. 28 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 06/29/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,400.00 120.000 14,400.00 78 ROCK SLOPE PROTECTION CY 120.0000 8,640.00 65.000 7,800.00 (BACKING NO. 2, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,200.00 600.000 1,200.00 80 MINOR CONCRETE (TIEBACK COVER BLOCK) CY 1,000.0000 119,000.00 119.000 119,000.00 F) 81 MINOR CONCRETE (GUTTER) LF 40.0000 15,880.00 396.580 15,863.20 F) 82 MINOR CONCRETE (COPING) CY 1,000.0000 74,000.00 73.920 73,920.00 F) 83 MARKER (CULVERT) EA 50.0000 300.00 6.000 300.00 6.000 300.00 84 GUARD RAILING DELINEATOR EA 25.0000 150.00 6.000 150.00 85 METAL BEAM GUARD RAILING LF 35.0000 31,150.00 887.500 31,062.50 S) 86 CABLE RAILING LF 25.0000 9,925.00 397.000 9,925.00 SF) 87 END CAP EA 200.0000 200.00 1.000 200.00 S) 88 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 1.000 2,000.00 S) 89 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 2,000.00 1.000 2,000.00 S) 90 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 15,720.00 44,632.000 17,852.80 44,632.000 17,852.80 S) 91 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2500 3,275.00 14,588.000 3,647.00 14,588.000 3,647.00 S) 92 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 3,270.00 1,155.000 3,465.00 1,155.000 3,465.00 93 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,280.00 890.000 3,560.00 890.000 3,560.00 PROGRAM CAS145 PAGE 5 DATE 06/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-470214 TIME 02:59 PM ESTIMATE NO. 28 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 06/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 64,705.80 5,171,672.76 ADJUSTMENT OF COMPENSATION 0.00 -67,153.76 EXTRA WORK 4,780.64 302,601.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,486.44 5,407,120.41 94 MOBILIZATION LS 550,000.0000 550,000.00 1.000 550,000.00 ORIGINAL CONTRACT AMOUNT 5,937,490.00 TOTAL WORK COMPLETED 69,486.44 5,957,120.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -36,470.58 -61,470.58 TOTAL 33,015.86 5,895,649.83 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 06/29/11