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 08/18/09 EST. NO.09 TIME 10:14 AM R.E. NAME: DANIEL DEYO 09-316604 --------------------------------------------------------------------------- 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 0001 296.83 E.W. @ F.A.(+) 062309 N 4 0 0002 280.93 062409 N 5 0 0003 280.93 062509 N 6 0 0004 254.34 062609 N 7 0 0005 344.67 063009 N 8 0 0006 265.04 070209 N 10 0 0007 254.34 070309 N 11 0 0008 337.54 071309 N 12 0 0009 387.15 070109 N 9 0 008 0001 2,854.18 E.W. @ L.S.(+) 081109 N 8-1 0 5,555.95 TOTAL THIS ESTIMATE -488,812.40 TOTAL PREVIOUS ESTIMATE -483,256.45 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 08/18/09 EST. NO.09 TIME 10:14 AM R.E. NAME: DANIEL DEYO 09-316604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANTICIPATED PIT -58,299.40 03 ADDL. HMA TESTING -3,000.00 05 ANTICIPATED PIF -230,962.63 05 ANTIC. QCQA LOT 2DED -22,279.12 06 ANTICIPATED PIF -20,555.60 06 ANTICP. PIF -214,701.79 07 ANTICP. QCQA DED -91,935.88 07 RELEASE PIT 524,519.42 08 0.00 -117,215.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 08 REC'ED PAYROLLS 10,000.00 09 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -117,215.00 PROGRAM CAS145 PAGE 1 DATE 08/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-316604 TIME 10:14 AM ESTIMATE NO. 09 BID OPENING 08/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/09 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 08/18/09 LOCATION SEMI-FINAL ESTIMATE 09-INY-395-R8.5/R11.8 ------------------- MAVERICK ASPHALT & IN INYO COUNTY NEAR LITTLE LAKE CONSTRUCTION FROM 1.8 KM SOUTH OF SOUTH JUNCTION PO BOX 13490 LITTLE LAKE ROAD TO 1.9 KM SOUTHOF BAKERSFIELD, CA 93389 CINDER ROAD FED. AID NO. ACNH-P395(218)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 1.000 2,000.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 144,000.00 120.000 144,000.00 03 TEMPORARY FENCE (TORTOISE) M 14.5000 58,580.00 4,037.000 58,536.50 04 TEMPORARY FENCE (TYPE ESA) M 9.0000 25,560.00 2,838.000 25,542.00 05 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 1.000 15,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 15.0000 19,800.00 1,305.000 19,575.00 08 TEMPORARY SILT FENCE M 6.1000 7,991.00 1,305.000 7,960.50 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,100.0000 3,300.00 2.000 2,200.00 10 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 11 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 104,419.0000 104,419.00 1.000 104,419.00 S) 13 TYPE III BARRICADE EA 59.0000 472.00 8.000 472.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 2,280.00 59.040 2,243.52 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5300 3,773.60 12,304.000 6,521.12 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 8,640.00 277.000 8,864.00 S) 17 FLASHING BEACON (PORTABLE) EA 480.0000 14,400.00 14.000 6,720.00 S) 18 TEMPORARY RAILING (TYPE K) M 130.0000 27,300.00 207.300 26,949.00 19 TEMPORARY CRASH CUSHION MODULE EA 160.0000 8,960.00 56.000 8,960.00 S) 20 REMOVE FENCE (TYPE BW) M 6.7000 8,241.00 1,228.000 8,227.60 S) 21 REMOVE MARKER EA 5.3500 230.05 43.000 230.05 22 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0600 4,070.40 4,860.000 5,151.60 S) PROGRAM CAS145 PAGE 2 DATE 08/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-316604 TIME 10:14 AM ESTIMATE NO. 09 BID OPENING 08/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/09 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 08/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE M 1.0600 7,112.60 7,200.000 7,632.00 S) 24 REMOVE PAVEMENT MARKING M2 27.0000 810.00 41.220 1,112.94 S) 25 REMOVE ROADSIDE SIGN EA 160.0000 4,640.00 29.000 4,640.00 26 REMOVE HEADWALL EA 1,700.0000 6,800.00 3.000 5,100.00 27 REMOVE WINGWALL EA 1,800.0000 3,600.00 1.000 1,800.00 28 REMOVE DELINEATOR EA 11.0000 1,980.00 172.000 1,892.00 29 ADJUST INLET EA 3,050.0000 36,600.00 12.000 36,600.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.9800 102,512.00 35,328.000 105,277.44 S) 31 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000.00 32 ROADWAY EXCAVATION M3 50.0000 371,000.00 6,800.000 340,000.00 33 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 34 BLADED DIRT ROAD M 18.0000 2,160.00 120.000 2,160.00 35 DITCH EXCAVATION M3 42.0000 3,780.00 58.300 2,448.60 36 IMPORTED BORROW M3 20.0000 175,200.00 16,855.200 337,104.00 37 IMPORTED MATERIAL (SHOULDER BACKING) TONN 15.0000 1,140.00 86.950 1,304.25 38 DUFF M2 1.9500 53,235.00 27,256.500 53,150.18 39 EROSION CONTROL (BLANKET) M2 4.7200 43,140.80 9,415.000 44,438.80 S) 40 EROSION CONTROL (TYPE C) M2 1.7000 31,620.00 20,303.000 34,515.10 S) 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,750.0000 10,500.00 3.000 5,250.00 S) 42 CLASS 2 AGGREGATE BASE M3 63.0000 107,730.00 1,702.800 107,276.40 43 CLASS 3 AGGREGATE BASE M3 67.0000 113,900.00 1,700.000 113,900.00 44 SEAL RANDOM CRACKS LNKM 2,500.0000 47,500.00 19.010 47,525.00 45 HOT MIX ASPHALT TONN 118.0000 2,017,800.00 19,473.740 2,297,901.32 46 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 155.0000 1,999,500.00 13,635.280 2,113,468.40 47 SHOULDER RUMBLE STRIP STA 36.0000 7,200.00 206.370 7,429.32 (HMA,GROUND-IN INDENTATIONS) 48 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.2000 9,152.00 1,795.000 9,334.00 49 PLACE HOT MIX ASPHALT M2 59.0000 944.00 16.000 944.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 08/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-316604 TIME 10:14 AM ESTIMATE NO. 09 BID OPENING 08/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/09 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 08/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 CONCRETE (HEADWALL) M3 2,100.0000 29,400.00 4.320 9,072.00 F) 51 CLASS 2 CONCRETE (WINGWALLS) M3 1,500.0000 61,500.00 40.850 61,275.00 F) 52 MINOR CONCRETE (BACKFILL) M3 242.0000 5,082.00 20.500 4,961.00 53 BAR REINFORCING STEEL KG 8.0000 27,664.00 2,958.000 23,664.00 SF) 54 FURNISH SINGLE SHEET ALUMINUM SIGN M2 155.0000 4,960.00 31.540 4,888.70 (1.6 MM-UNFRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 167.0000 4,843.00 28.710 4,794.57 (2.0 MM-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 199.0000 1,592.00 7.640 1,520.36 (2.0 MM-FRAMED) 57 ROADSIDE SIGN (TURNABLE METAL POST) EA 4,235.0000 12,705.00 3.000 12,705.00 58 ROADSIDE SIGN - ONE POST EA 348.0000 16,008.00 46.000 16,008.00 59 ROADSIDE SIGN - TWO POST EA 816.0000 1,632.00 2.000 1,632.00 60 600 MM CORRUGATED STEEL PIPE M 720.0000 12,240.00 17.000 12,240.00 (2.77 MM THICK) 61 750 MM CORRUGATED STEEL PIPE M 804.0000 46,632.00 57.600 46,310.40 (2.77 MM THICK) 62 1500 MM CORRUGATED STEEL PIPE M 1,060.0000 5,300.00 5.000 5,300.00 (2.77 MM THICK) 63 3250 MM X 2100 MM STRUCTURAL STEEL PLATE M 3,700.0000 37,000.00 10.000 37,000.00 PIPE ARCH (3.51 MM THICK) 64 600 MM STEEL FLARED END SECTION EA 760.0000 9,120.00 12.000 9,120.00 65 750 MM STEEL FLARED END SECTION EA 1,000.0000 6,000.00 6.000 6,000.00 66 1500 MM STEEL FLARED END SECTION EA 3,600.0000 3,600.00 2.000 7,200.00 67 ROCK SLOPE PROTECTION M3 150.0000 30,000.00 182.500 27,375.00 (FACING, METHOD B) 68 ROCK SLOPE PROTECTION FABRIC M2 16.0000 6,080.00 349.600 5,593.60 69 FENCE (TYPE BW, 5 STRAND, METAL POST) M 15.0000 19,050.00 1,269.000 19,035.00 S) 70 DELINEATOR (CLASS 2) EA 41.0000 8,610.00 210.000 8,610.00 71 MILEPOST MARKER EA 43.0000 430.00 10.000 430.00 72 MARKER (CULVERT) EA 42.0000 1,176.00 28.000 1,176.00 73 OBJECT MARKER EA 44.0000 704.00 16.000 704.00 74 CABLE RAILING M 105.0000 5,250.00 54.000 5,670.00 S) 75 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 5,320.00 132.000 5,016.00 S) 76 PAINT TRAFFIC STRIPE (2-COAT) M 0.4300 13,330.00 32,001.000 13,760.43 S) PROGRAM CAS145 PAGE 4 DATE 08/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-316604 TIME 10:14 AM ESTIMATE NO. 09 BID OPENING 08/27/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/22/09 R.E. NAME: DANIEL DEYO DATE OF THIS ESTIMATE 08/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,697,836.70 ADJUSTMENT OF COMPENSATION 0.00 -513,334.21 EXTRA WORK 5,555.95 30,077.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,555.95 6,214,580.25 77 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 6,254,801.45 TOTAL WORK COMPLETED 5,555.95 6,264,580.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -117,215.00 TOTAL 15,555.95 6,147,365.25 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 10/08/08 120 01/05/09 12/02/08 07/22/09 132 28 0 3 100% 100% DANIEL DEYO RESIDENT ENGINEER PROGRAM CAS145 DATE 08/18/09