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.05 TIME 05:35 PM R.E. NAME: ZINK, PHIL 03-3E0404 --------------------------------------------------------------------------- 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 0011 8,060.68 E.W. @ U.P (+) 051009 N GJ11 0 0014 2,672.46 052409 N GJ14 0 0015 1,413.40 053109 N GJ15 0 0016 591.63 E.W. @ F.A.(+) 052709 N GJ16 0 0017 5,279.87 E.W. @ U.P (+) 060709 N GJ17 0 0018 3,901.00 061409 N GJ18 0 003 0004 250.00 E.W. @ F.A.(+) 062209 N GJ3 0 005 0003 -503,365.22 A.C. @ U.P.(-) 072109 N 03 0 0004 37,072.37 A.C. @ U.P.(+) 072109 N 04 0 006 0003 -9,541.40 A.C. @ U.P.(-) 072009 N 03 0 007 0003 525.00 E.W. @ U.P (+) 061609 N 2 0 0004 4,155.00 E.W. @ L.S.(+) 061609 N 4 0 0005 21,686.00 E.W. @ U.P (+) 072009 N 05 0 016 0006 1,210.42 E.W. @ F.A.(+) 040309 N GJ6 0 0008 931.63 040509 N GJ8 0 0013 1,863.52 041209 N GJ13 0 0031 726.37 042209 N GJ31 0 0047 962.33 050709 N GJ47 0 0053 1,171.07 051109 N GJ53 0 0054 1,330.11 051209 N GJ54 0 0058 1,254.12 051409 N GJ58 0 0061 152.81 051609 N GJ61 0 0062 461.23 051609 N GJ62 0 0063 1,116.26 051709 N GJ63 0 0066 583.09 041309 N GJ15A0 017 0002 40,000.00 A.C. @ L.S.(+) 072109 N 02 0 019 0001 1,114.26 E.W. @ F.A.(+) 050409 N GJ1 0 0002 557.14 050509 N GJ2 0 020 0001 1,007.13 E.W. @ F.A.(+) 051409 N GJ1 0 0004 3,248.36 052009 N GJ2 0 025 0001 -3,000.00 A.C. @ L.S.(-) 072109 N 01 0 028 0001 -151,516.55 A.C. @ U.P.(-) 072109 N 01 0 034 0001 -10,000.00 A.C. @ L.S.(-) 072109 N 01 0 -534,125.91 TOTAL THIS ESTIMATE -401,095.57 TOTAL PREVIOUS ESTIMATE -935,221.48 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.05 TIME 05:35 PM R.E. NAME: ZINK, PHIL 03-3E0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LETTER DATED 1/09 -8,866.00 02 0.00 -8,866.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/09 -1,000.00 02 PER LTR DATED 07/09 -10,000.00 05 -10,000.00 -11,000.00 TOTAL DEDUCTIONS -10,000.00 -19,866.00 PROGRAM CAS145 PAGE 1 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 05:35 PM ESTIMATE NO. 05 BID OPENING 09/17/08 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: ZINK, PHIL DATE OF THIS ESTIMATE 07/22/09 LOCATION PROGRESS ESTIMATE 03-PLA-80-33.3/44.8 ----------------- GRANITE CONSTRUCTION COMPANY IN PLACER COUNTY IN AND NEAR COLFAX P O BOX 50085 FROM ROUTE 174/80 SEPARATION TO WATSONVILLE CA 95077 ALTA ROAD UNDERCROSSING FED. AID NO. ACBI-GV08(2)N ,M-GV08(2)N PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 1,000.00 02 TIME-RELATED OVERHEAD LS 375,000.0000 375,000.00 0.160 60,000.00 0.497 186,375.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,400.00 542.500 2,712.50 1,431.500 7,157.50 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.160 3,200.00 0.497 9,940.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.064 64.00 0.695 695.00 S) PREVENTION PLAN 06 TEMPORARY CONSTRUCTION ENTRANCE EA 800.0000 6,400.00 2.000 1,600.00 07 TEMPORARY COVER SQYD 5.0000 7,000.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 1,500.0000 15,000.00 17.000 25,500.00 09 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,000.00 0.000 0.00 S) (BONDED FIBER MATRIX) 10 STREET SWEEPING LS 100,000.0000 100,000.00 0.160 16,000.00 0.497 49,700.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.160 2,400.00 0.497 7,455.00 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.735 22,050.00 S) 13 TRAFFIC CONTROL SYSTEM LS 805,407.0000 805,407.00 0.160 128,865.12 0.497 400,287.28 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 71,280.00 158,025.000 28,444.50 266,007.000 47,881.26 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 4,000.00 21.000 2,100.00 85.000 8,500.00 S) 16 TEMPORARY PAVEMENT MARKER EA 5.0000 1,700.00 0.000 0.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.160 12,000.00 0.497 37,275.00 S) 18 END OF QUEUE WARNING/SERVICE PATROL LS 85,000.0000 85,000.00 0.160 13,600.00 0.497 42,245.00 S) 19 TEMPORARY RAILING (TYPE K) LF 17.0000 1,065,900.00 35,141.000 597,397.00 50,457.000 857,769.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 42.000 10,500.00 154.000 38,500.00 S) 21 REMOVE METAL BEAM GUARD RAILING LF 6.5000 237,250.00 2,875.000 18,687.50 37,006.250 240,540.63 S) 22 REMOVE DOUBLE METAL BEAM BARRIER LF 7.0000 36,120.00 5,160.000 36,120.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 05:35 PM ESTIMATE NO. 05 BID OPENING 09/17/08 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: ZINK, PHIL 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 REMOVE PAINTED TRAFFIC STRIPE LF 0.7700 143,990.00 9,034.800 6,956.80 S) 24 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 59,500.00 5,010.000 17,535.00 25 REMOVE CONCRETE PAVEMENT CY 90.0000 139,500.00 620.000 55,800.00 1,555.030 139,952.70 26 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 22,480.00 11,240.000 22,480.00 27 REMOVE CONCRETE DECK SURFACE SQFT 2.2500 73,845.00 29,538.000 66,460.50 29,538.000 66,460.50 28 ADJUST INLET EA 1,300.0000 195,000.00 40.000 52,000.00 40.000 52,000.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 50,830.00 1,581.000 26,877.00 1,581.000 26,877.00 S) 30 REMOVE CONCRETE CURB LF 6.0000 4,320.00 486.000 2,916.00 612.000 3,672.00 31 REMOVE CONCRETE BARRIER LF 7.5000 408,750.00 44,632.100 334,740.75 54,422.100 408,165.75 32 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4000 13,128.00 0.000 0.00 F) 33 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,000.0000 10,000.00 1.000 10,000.00 36 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 37 ROADWAY EXCAVATION CY 23.0000 2,553,000.00 21,834.000 502,182.00 106,413.710 2,447,515.33 38 ROADWAY EXCAVATION (TYPE Z-2) CY 180.0000 30,600.00 170.000 30,600.00 (AERIALLY DEPOSITED LEAD) 39 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.331 662.00 1.000 2,000.00 S) 40 IMPORTED MATERIAL (SHOULDER BACKING) CY 49.0000 553,700.00 1,433.700 70,251.30 1,433.700 70,251.30 41 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.2000 8,268.00 0.000 0.00 S) 42 CLASS 2 AGGREGATE BASE CY 40.0000 3,576,000.00 19,121.500 764,860.00 83,382.770 3,335,310.80 43 AGGREGATE BASE (APPROACH SLAB) CY 310.0000 22,010.00 71.000 22,010.00 44 HOT MIX ASPHALT TON 90.0000 19,440,000.00 81,799.240 7,361,931.60 138,569.450 12,471,250.50 45 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 800.0000 176,000.00 117.120 93,696.00 190.790 152,632.00 PAVEMENT INTERLAYER) 46 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0500 347,550.00 144,055.000 151,257.75 222,143.000 233,250.15 47 SHOULDER RUMBLE STRIP STA 43.0000 84,710.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 48 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7000 1,715.00 0.000 0.00 49 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 29,330.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 05:35 PM ESTIMATE NO. 05 BID OPENING 09/17/08 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: ZINK, PHIL 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 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 17,850.00 0.000 0.00 51 PLACE HOT MIX ASPHALT SQYD 95.0000 91,200.00 0.000 0.00 (MISCELLANEOUS AREA) 52 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.6500 53,885.00 38,620.000 25,103.00 80,067.000 52,043.55 53 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 3,600.00 2.000 3,600.00 F) 54 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 875,000.00 639.500 799,375.00 F) (TYPE R) 55 PAVING NOTCH EXTENSION CY 7,500.0000 70,500.00 9.400 70,500.00 F) 56 DRILL AND BOND DOWEL LF 85.0000 4,165.00 49.000 4,165.00 57 FURNISH POLYESTER CONCRETE OVERLAY CF 75.0000 205,125.00 0.000 0.00 58 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 98,460.00 0.000 0.00 F) 59 JOINT SEAL (MR 1") LF 60.0000 41,940.00 0.000 0.00 60 BAR REINFORCING STEEL (EPOXY COATED) LB 10.0000 2,600.00 260.000 2,600.00 F) 61 18" SLOTTED CORRUGATED STEEL PIPE LF 135.0000 2,119,500.00 0.000 0.00 (.168" THICK) 62 SNOW PLOW DEFLECTOR EA 135.0000 19,170.00 0.000 0.00 F) 63 DELINEATOR (CLASS 2) EA 32.0000 25,600.00 0.000 0.00 64 HIGHWAY POST MARKER EA 35.0000 770.00 0.000 0.00 65 CONCRETE BARRIER MARKER EA 10.0000 2,100.00 0.000 0.00 (NON-IMPACTABLE) 66 OBJECT MARKER (TYPE L-1) EA 35.0000 3,850.00 0.000 0.00 67 METAL BEAM GUARD RAILING LF 32.4000 1,143,720.00 2,900.000 93,960.00 36,106.250 1,169,842.50 S) 68 TRANSITION RAILING (TYPE WB) EA 4,500.0000 40,500.00 -2.000 -9,000.00 9.000 40,500.00 S) 69 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 6,600.00 0.000 0.00 S) 70 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 90,200.00 5.000 11,000.00 48.000 105,600.00 S) 71 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,593,000.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 60C) LF 58.0000 1,409,400.00 0.000 0.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 736R) LF 300.0000 141,900.00 473.000 141,900.00 F) 75 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7700 190,960.00 0.000 0.00 S) 76 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7500 215,250.00 0.000 0.00 S) (BROKEN 36-12, RECESSED) PROGRAM CAS145 PAGE 4 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 05:35 PM ESTIMATE NO. 05 BID OPENING 09/17/08 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: ZINK, PHIL 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 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.7500 8,222.50 0.000 0.00 S) (BROKEN 17-7, RECESSED) 78 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 6.3500 48,323.50 0.000 0.00 S) (RECESSED) 79 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 19.0000 11,780.00 0.000 0.00 S) (BROKEN 12-3, RECESSED) 80 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 25.0000 3,500.00 0.000 0.00 S) 81 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.400 1,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 82 TRAFFIC MONITORING STATION LS 22,175.0000 22,175.00 0.400 8,870.00 0.400 8,870.00 S) PROGRAM CAS145 PAGE 5 DATE 07/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 05:35 PM ESTIMATE NO. 05 BID OPENING 09/17/08 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: ZINK, PHIL 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 10,509,538.52 24,061,506.55 ADJUSTMENT OF COMPENSATION -600,350.80 -1,159,780.29 EXTRA WORK 66,224.89 224,558.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,975,412.61 23,126,285.07 83 MOBILIZATION LS 4400,000.0000 4,400,000.00 0.050 220,000.00 1.000 4,400,000.00 ORIGINAL CONTRACT AMOUNT 44,030,029.00 TOTAL WORK COMPLETED 10,195,412.61 27,526,285.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -19,866.00 TOTAL 10,185,412.61 27,506,419.07 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 11/07/08 119 00/00/00 01/02/09 10/14/09 59 78 0 0 64% 50% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/09