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 02/23/09 EST. NO.16 TIME 12:41 PM R.E. NAME: CHRIS TALBOT 09-214614 --------------------------------------------------------------------------- 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 02/23/09 EST. NO.16 TIME 12:41 PM R.E. NAME: CHRIS TALBOT 09-214614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 15 REC'D PAYROLLS 10,000.00 16 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 12:41 PM ESTIMATE NO. 16 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 02/23/09 LOCATION PROGRESS ESTIMATE 09-INY-395-77.3/91.6 ----------------- SKANSKA USA CIVIL WEST CALIFOR IN INYO COUNTY NEAR INDEPENDENCE NIA DISTRICT INC FROM 0.1 KM NORTH OF NORTH FORT 1995 AGUA MANSA ROAD INDEPENDENCE ROAD TO 0.4 KM SOUTH RIVERSIDE CA 92509 OF ELNA ROAD FED. AID NO. N O N E WIDEN TO 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500.00 02 TIME-RELATED OVERHEAD WDAY 2,250.0000 720,000.00 12.000 27,000.00 272.000 612,000.00 03 TEMPORARY FENCE (TYPE ESA) M 11.0000 188,100.00 14,930.600 164,236.60 04 900 MM TEMPORARY CULVERT M 385.0000 78,540.00 166.100 63,948.50 05 900 MM TEMPORARY FLARED END SECTION EA 1,000.0000 8,000.00 15.000 15,000.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 0.850 242,250.00 08 TEMPORARY SILT FENCE M 24.0000 18,960.00 855.840 20,540.16 09 MOVE-IN/MOVE-OUT EA 3,000.0000 18,000.00 1.000 3,000.00 (TEMPORARY EROSION CONTROL) 10 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.800 20,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.040 3,600.00 0.850 76,500.00 S) 12 TYPE III BARRICADE EA 100.0000 12,000.00 117.000 11,700.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 39,105.00 7,576.000 34,092.00 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 8,250.00 274.900 20,617.50 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4500 31,095.00 69,463.000 31,258.35 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 21,600.00 710.000 21,300.00 S) 17 PORTABLE DELINEATOR EA 35.0000 8,400.00 124.000 4,340.00 S) 18 FLASHING BEACON (PORTABLE) EA 8,000.0000 72,000.00 6.000 48,000.00 S) 19 FLASHING ARROW SIGN EA 18,000.0000 36,000.00 2.000 36,000.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.040 2,000.00 0.850 42,500.00 S) 21 ABANDON CULVERT EA 2,000.0000 36,000.00 5.000 10,000.00 17.000 34,000.00 22 OBLITERATE SURFACING M2 3.0000 4,950.00 412.000 1,236.00 PROGRAM CAS145 PAGE 2 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 12:41 PM ESTIMATE NO. 16 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE BW) M 11.0000 45,540.00 3,474.000 38,214.00 24 REMOVE METAL CATTLE GUARD EA 4,000.0000 24,000.00 6.000 24,000.00 25 REMOVE TRAFFIC STRIPE M 1.7000 8,534.00 5,081.000 8,637.70 26 REMOVE PAVEMENT MARKING M2 17.0000 5,610.00 309.000 5,253.00 27 REMOVE ROADSIDE SIGN EA 85.0000 13,600.00 113.000 9,605.00 28 REMOVE CURB M 20.0000 2,600.00 128.000 2,560.00 29 REMOVE HEADWALL EA 1,650.0000 11,550.00 4.000 6,600.00 30 REMOVE CONCRETE PAVEMENT M2 20.0000 13,400.00 667.000 13,340.00 31 REMOVE BASE AND SURFACING M3 11.0000 27,940.00 8.530 93.83 2,440.955 26,850.51 32 REMOVE MARKERS AND DELINEATORS EA 12.0000 5,760.00 358.000 4,296.00 33 RELOCATE ROADSIDE SIGN EA 325.0000 8,775.00 44.000 14,300.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 267,750.00 138,101.400 241,677.45 S) 35 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 36 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.900 9,000.00 37 BINDER (DUST PALLIATIVE) TONN 790.0000 300,200.00 22.000 17,380.00 530.170 418,834.30 38 ROADWAY EXCAVATION M3 15.0000 4,395,000.00 2,000.000 30,000.00 296,483.000 4,447,245.00 39 BLADED DIRT ROAD M 18.0000 5,400.00 194.000 3,492.00 40 SAND BACKFILL M3 150.0000 31,500.00 36.600 5,490.00 209.600 31,440.00 41 DITCH EXCAVATION M3 14.0000 29,120.00 1,391.600 19,482.40 42 IMPORTED BORROW M3 11.0000 247,500.00 3,917.000 43,087.00 7,917.000 87,087.00 43 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 8,200.00 0.000 0.00 44 DUFF HA 9,000.0000 387,000.00 33.116 298,044.00 S) 45 EROSION CONTROL (BLANKET) M2 4.0000 26,800.00 7,359.000 29,436.00 S) 46 EROSION CONTROL (TYPE C) HA 9,750.0000 409,500.00 24.540 239,265.00 S) 47 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 48 CLASS 2 AGGREGATE BASE M3 39.0000 1,322,100.00 3,656.000 142,584.00 32,915.400 1,283,700.60 49 SEAL RANDOM CRACKS LNKM 1,300.0000 55,900.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 12:41 PM ESTIMATE NO. 16 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 90.0000 12,060,000.00 69,630.030 6,266,702.70 51 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 116.0000 2,215,600.00 0.000 0.00 52 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 900.00 54.950 1,099.00 AREA) 53 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 910.00 0.000 0.00 54 SHOULDER RUMBLE STRIP STA 60.0000 52,200.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 55 CLASS 2 CONCRETE (BOX CULVERT) M3 1,160.0000 356,120.00 16.780 19,464.80 307.000 356,120.00 F) 56 CLASS 2 CONCRETE (WINGWALLS) M3 1,250.0000 148,750.00 41.720 52,150.00 121.000 151,250.00 F) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 34,500.00 6.200 9,300.00 23.000 34,500.00 F) 58 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 39,388.00 2,060.000 2,060.00 39,388.000 39,388.00 SF) 59 BAR REINFORCING STEEL (WING WALLS) KG 3.4000 15,963.00 1,551.000 5,273.40 4,695.000 15,963.00 SF) 60 METAL CATTLE GUARD EA 13,000.0000 221,000.00 17.000 221,000.00 S) 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 11,850.00 0.000 0.00 (1.6 MM-UNFRAMED) 62 FURNISH SINGLE SHEET ALUMINUM SIGN M2 152.0000 16,720.00 0.000 0.00 (2.0 MM-UNFRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN M2 220.0000 990.00 0.000 0.00 (1.6 MM-FRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 225.0000 5,850.00 0.000 0.00 (2.0 MM-FRAMED) 65 ROADSIDE SIGN - ONE POST EA 325.0000 39,000.00 0.000 0.00 66 ROADSIDE SIGN - TWO POST EA 750.0000 12,750.00 0.000 0.00 67 300 MM REINFORCED CONCRETE PIPE M 215.0000 27,950.00 122.400 26,316.00 68 525 MM REINFORCED CONCRETE PIPE M 270.0000 29,700.00 113.640 30,682.80 69 450 MM CORRUGATED STEEL PIPE M 255.0000 21,930.00 86.000 21,930.00 (2.77 MM THICK) 70 600 MM CORRUGATED STEEL PIPE M 315.0000 352,800.00 -40.000 -12,600.00 1,140.490 359,254.35 (2.77 MM THICK) 71 900 MM CORRUGATED STEEL PIPE M 425.0000 35,700.00 83.500 35,487.50 (2.77 MM THICK) 72 1500 MM CORRUGATED STEEL PIPE M 875.0000 65,625.00 75.000 65,625.00 (2.77 MM THICK) 73 700 MM X 500 MM CORRUGATED STEEL PIPE M 500.0000 55,000.00 3.050 1,525.00 130.550 65,275.00 ARCH (2.77 MM THICK) 74 1775 MM X 1175 MM CORRUGATED STEEL PIPE M 1,000.0000 56,000.00 55.500 55,500.00 ARCH (2.77 MM THICK) 75 2075 MM X 1425 MM CORRUGATED STEEL PIPE M 1,200.0000 66,000.00 54.550 65,460.00 ARCH (2.77 MM THICK) 76 900 MM CORRUGATED STEEL PIPE INLET M 2,000.0000 7,000.00 3.530 7,060.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 4 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 12:41 PM ESTIMATE NO. 16 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM STEEL FLARED END SECTION M 500.0000 47,500.00 -4.000 -2,000.00 82.000 41,000.00 78 900 MM STEEL FLARED END SECTION EA 800.0000 3,200.00 1.000 800.00 4.000 3,200.00 79 1500 MM STEEL FLARED END SECTION EA 2,600.0000 5,200.00 1.000 2,600.00 2.000 5,200.00 80 700 MM X 500 MM STEEL FLARED END EA 750.0000 7,500.00 3.000 2,250.00 10.000 7,500.00 PIPE ARCH SECTION 81 2075 MM X 1425 MM STEEL FLARED END PIPE EA 2,650.0000 10,600.00 4.000 10,600.00 ARCH SECTION 82 MINOR CONCRETE (BACKFILL) M3 350.0000 32,550.00 7.700 2,695.00 127.300 44,555.00 F) 83 ROCK SLOPE PROTECTION M3 40.0000 140,400.00 121.050 4,842.00 3,110.850 124,434.00 (FACING, METHOD B) 84 ROCK SLOPE PROTECTION FABRIC M2 3.2500 22,945.00 180.860 587.80 7,677.230 24,951.00 85 MISCELLANEOUS IRON AND STEEL KG 11.0000 4,862.00 246.000 2,706.00 F) 86 FENCE (TYPE BW, 5 STRAND, METAL POST) M 22.0000 92,400.00 4,108.600 90,389.20 S) 87 4.3 M WIRE MESH GATE EA 2,000.0000 32,000.00 17.000 34,000.00 S) 88 METAL GATE EA 2,200.0000 33,000.00 13.000 28,600.00 S) 89 DELINEATOR (CLASS 2) EA 35.0000 26,600.00 0.000 0.00 90 MILEPOST MARKER EA 45.0000 2,880.00 0.000 0.00 91 MARKER (CULVERT) EA 95.0000 28,500.00 0.000 0.00 92 CABLE RAILING M 235.0000 32,900.00 62.600 14,711.00 S) 93 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 18,880.00 18.300 585.60 S) 94 PAINT TRAFFIC STRIPE (2-COAT) M 0.3200 45,440.00 261.000 83.52 S) 95 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 7,500.00 1.500 7,500.00 S) PILE (SIGNAL FOUNDATION) 96 MODIFY LIGHTING LS 33,000.0000 33,000.00 0.950 31,350.00 S) PROGRAM CAS145 PAGE 5 DATE 02/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-214614 TIME 12:41 PM ESTIMATE NO. 16 BID OPENING 08/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: CHRIS TALBOT DATE OF THIS ESTIMATE 02/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 370,182.83 17,136,107.74 ADJUSTMENT OF COMPENSATION 0.00 146,085.08 EXTRA WORK 0.00 254,162.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 370,182.83 17,536,355.80 97 MOBILIZATION LS 2100,000.0000 2,100,000.00 1.000 2,100,000.00 ORIGINAL CONTRACT AMOUNT 28,197,332.00 TOTAL WORK COMPLETED 370,182.83 19,636,355.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 380,182.83 19,636,355.80 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 09/18/07 320 10/09/07 11/27/07 04/30/09 272 32 0 2 68% 84% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO CHRIS TALBOT RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/09