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 08/25/09 EST. NO.06 TIME 02:59 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 0020 119.52 E.W. @ U.P (+) 051109 N GJ11A0 0021 3,527.30 062809 N GJ20 0 0024 970.68 E.W. @ F.A.(+) 061209 N GJ23 0 002 0004 146.40 E.W. @ U.P (+) 070109 N GJ4 0 0005 239.60 060109 N 05 0 003 0005 250.00 E.W. @ F.A.(+) 071809 N GJ4 0 004 0004 1,200.00 E.W. @ F.A.(+) 072309 N GJ3.10 005 0005 7,385.53 A.C. @ U.P.(+) 082109 N 05 0 0006 -266,604.94 A.C. @ U.P.(-) 082109 N 06 0 008 0001 -3,241.98 A.C. @ U.P.(-) 082109 N 01 0 012 0001 -52,122.65 A.C. @ U.P.(-) 082009 N 01 0 014 0001 57,610.63 A.C. @ L.S.(+) 082109 N 01 0 016 0098 313.16 E.W. @ F.A.(+) 062309 N GJ92 0 017 0003 15,462.18 A.C. @ L.S.(+) 082109 N 03 0 020 0011 6,712.28 E.W. @ F.A.(+) 061009 N GJ3 0 0012 524.35 063009 N GJ4 0 031 0003 6,867.93 E.W. @ U.P (+) 082009 N 01 0 036 0006 25,444.94 E.W. @ L.S.(+) 082009 N 01 0 037 0001 -3,900.00 A.C. @ U.P.(-) 072709 N 001 0 0002 -3,300.00 082409 N 02 0 042 0002 2,204.00 A.C. @ U.P.(+) 082009 N 02 0 044 0009 15,193.32 E.W. @ L.S.(+) 082009 N 07 0 0010 5,916.06 082009 N 08 0 045 0001 509,973.68 A.C. @ U.P.(+) 081909 N 01 0 046 0001 3,358.64 E.W. @ L.S.(+) 082009 N 01 0 048 0001 20,340.22 E.W. @ L.S.(+) 082009 N 01 0 354,590.85 TOTAL THIS ESTIMATE -935,221.48 TOTAL PREVIOUS ESTIMATE -580,630.63 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 08/25/09 EST. NO.06 TIME 02:59 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 PER LTR DATED 8/09 -4,000.00 06 RETURN 4/09 DEDUCT 1,000.00 06 -3,000.00 -14,000.00 TOTAL DEDUCTIONS -3,000.00 -22,866.00 PROGRAM CAS145 PAGE 1 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 02:59 PM ESTIMATE NO. 06 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/25/09 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 0.250 500.00 0.750 1,500.00 02 TIME-RELATED OVERHEAD LS 375,000.0000 375,000.00 0.193 72,375.00 0.690 258,750.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,400.00 1,431.500 7,157.50 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.193 3,860.00 0.690 13,800.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.077 77.00 0.772 772.00 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 0.193 19,300.00 0.690 69,000.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.193 2,895.00 0.690 10,350.00 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 0.193 155,443.55 0.690 555,730.83 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 71,280.00 78,656.000 14,158.08 344,663.000 62,039.34 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 4,000.00 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 0.193 14,475.00 0.690 51,750.00 S) 18 END OF QUEUE WARNING/SERVICE PATROL LS 85,000.0000 85,000.00 0.503 42,755.00 1.000 85,000.00 S) 19 TEMPORARY RAILING (TYPE K) LF 17.0000 1,065,900.00 6,780.000 115,260.00 57,237.000 973,029.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 14.000 3,500.00 168.000 42,000.00 S) 21 REMOVE METAL BEAM GUARD RAILING LF 6.5000 237,250.00 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 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 02:59 PM ESTIMATE NO. 06 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 28 ADJUST INLET EA 1,300.0000 195,000.00 43.000 55,900.00 83.000 107,900.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 50,830.00 1,448.890 24,631.13 3,029.890 51,508.13 S) 30 REMOVE CONCRETE CURB LF 6.0000 4,320.00 612.000 3,672.00 31 REMOVE CONCRETE BARRIER LF 7.5000 408,750.00 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 2,553,000.00 106,413.710 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 1.000 2,000.00 S) 40 IMPORTED MATERIAL (SHOULDER BACKING) CY 49.0000 553,700.00 5,492.500 269,132.50 6,926.200 339,383.80 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 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 46,510.750 4,185,967.50 185,080.200 16,657,218.00 45 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 800.0000 176,000.00 54.760 43,808.00 245.550 196,440.00 PAVEMENT INTERLAYER) 46 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0500 347,550.00 61,459.000 64,531.95 283,602.000 297,782.10 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 1,715.00 706.000 494.20 706.000 494.20 49 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 29,330.00 7,198.000 5,038.60 7,198.000 5,038.60 PROGRAM CAS145 PAGE 3 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 02:59 PM ESTIMATE NO. 06 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,722.000 6,805.40 9,722.000 6,805.40 51 PLACE HOT MIX ASPHALT SQYD 95.0000 91,200.00 398.700 37,876.50 398.700 37,876.50 (MISCELLANEOUS AREA) 52 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.6500 53,885.00 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 15,559.000 2,100,465.00 15,559.000 2,100,465.00 (.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 36,106.250 1,169,842.50 S) 68 TRANSITION RAILING (TYPE WB) EA 4,500.0000 40,500.00 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 48.000 105,600.00 S) 71 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,593,000.00 24,491.800 1,102,131.00 24,491.800 1,102,131.00 72 CONCRETE BARRIER (TYPE 60C) LF 58.0000 1,409,400.00 16,391.900 950,730.20 16,391.900 950,730.20 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 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 02:59 PM ESTIMATE NO. 06 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 S) PROGRAM CAS145 PAGE 5 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 02:59 PM ESTIMATE NO. 06 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 08/20/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,292,110.61 33,353,617.16 ADJUSTMENT OF COMPENSATION 263,466.45 -896,313.84 EXTRA WORK 91,124.40 315,683.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,646,701.46 32,772,986.53 83 MOBILIZATION LS 4400,000.0000 4,400,000.00 1.000 4,400,000.00 ORIGINAL CONTRACT AMOUNT 44,030,029.00 TOTAL WORK COMPLETED 9,646,701.46 37,172,986.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -22,866.00 TOTAL 9,643,701.46 37,150,120.53 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 82 78 0 0 86% 69% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/09