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 09/22/09 EST. NO.07 TIME 09:12 AM 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 --------------------------------------------------------------------------- 002 0006 170.00 E.W. @ U.P (+) 080109 N GJ5 0 003 0007 275.00 E.W. @ F.A.(+) 092109 N 05 0 005 0007 -258,201.20 A.C. @ U.P.(-) 092109 N 07 0 0008 -4,174.55 092109 N 08 0 0009 -40,381.23 092109 N 09 0 008 0002 -2,800.65 A.C. @ U.P.(-) 091709 N 02 0 010 0010 5,069.79 E.W. @ F.A.(+) 073109 N GJ2 0 011 0002 229,150.00 E.W. @ U.P (+) 091709 N 01 0 012 0002 -3,350.00 A.C. @ U.P.(-) 091709 N 02 0 016 0009 1,131.73 E.W. @ F.A.(+) 040609 N GJ9 0 0051 2,805.13 050809 N GJ51 0 0052 1,292.54 051109 N GJ52 0 0056 1,381.94 051309 N GJ56 0 0067 1,271.34 051809 N GJ66 0 0068 1,183.36 051909 N GJ67 0 0074 1,408.02 052109 N GJ73 0 0075 1,408.88 052609 N GJ74 0 0081 1,192.95 052709 N GJ75 0 0082 1,458.04 052709 N GJ76 0 0094 703.85 061009 N GJ88 0 0097 1,285.91 062309 N GJ91 0 035 0001 1,926.39 E.W. @ F.A.(+) 060909 N GJ1 0 0002 4,207.20 062409 N GJ2 0 0003 2,308.34 062509 N GJ3 0 042 0003 1,434.00 A.C. @ U.P.(+) 091709 N 03 0 -47,843.22 TOTAL THIS ESTIMATE -580,630.63 TOTAL PREVIOUS ESTIMATE -628,473.85 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 09/22/09 EST. NO.07 TIME 09:12 AM 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 PER LTR DATED 9/09 -5,000.00 07 RETURN 7/09 DEDUCT 10,000.00 07 5,000.00 -9,000.00 TOTAL DEDUCTIONS 5,000.00 -17,866.00 PROGRAM CAS145 PAGE 1 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 09:12 AM ESTIMATE NO. 07 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 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/22/09 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 0.750 1,500.00 02 TIME-RELATED OVERHEAD LS 375,000.0000 375,000.00 0.160 60,000.00 0.850 318,750.00 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 0.160 3,200.00 0.850 17,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.064 64.00 0.836 836.00 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 0.850 85,000.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.160 2,400.00 0.850 12,750.00 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 0.850 684,595.95 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 71,280.00 42,855.000 7,713.90 387,518.000 69,753.24 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 0.160 12,000.00 0.850 63,750.00 S) 18 END OF QUEUE WARNING/SERVICE PATROL LS 85,000.0000 85,000.00 1.000 85,000.00 S) 19 TEMPORARY RAILING (TYPE K) LF 17.0000 1,065,900.00 5,468.000 92,956.00 62,705.000 1,065,985.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 168.000 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 09:12 AM ESTIMATE NO. 07 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 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,286.000 990.22 10,320.800 7,947.02 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 83.000 107,900.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 50,830.00 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 32,820.000 13,128.00 32,820.000 13,128.00 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 4,373.000 214,277.00 11,299.200 553,660.80 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 17.600 704.00 83,400.370 3,336,014.80 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 43,443.950 3,909,955.50 228,524.150 20,567,173.50 45 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 800.0000 176,000.00 32.960 26,368.00 278.510 222,808.00 PAVEMENT INTERLAYER) 46 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0500 347,550.00 37,913.000 39,808.65 321,515.000 337,590.75 47 SHOULDER RUMBLE STRIP STA 43.0000 84,710.00 1,970.000 84,710.00 1,970.000 84,710.00 (HMA,GROUND-IN INDENTATIONS) 48 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.7000 1,715.00 2,407.000 1,684.90 3,113.000 2,179.10 49 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.7000 29,330.00 38,182.000 26,727.40 45,380.000 31,766.00 PROGRAM CAS145 PAGE 3 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 09:12 AM ESTIMATE NO. 07 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 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,324.000 11,426.80 26,046.000 18,232.20 51 PLACE HOT MIX ASPHALT SQYD 95.0000 91,200.00 1,146.600 108,927.00 1,545.300 146,803.50 (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 2,051.000 153,825.00 2,051.000 153,825.00 58 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 98,460.00 32,820.000 98,460.00 32,820.000 98,460.00 F) 59 JOINT SEAL (MR 1") LF 60.0000 41,940.00 243.000 14,580.00 243.000 14,580.00 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 1,000.000 135,000.00 16,559.000 2,235,465.00 (.168" THICK) 62 SNOW PLOW DEFLECTOR EA 135.0000 19,170.00 0.000 0.00 F) 63 DELINEATOR (CLASS 2) EA 32.0000 25,600.00 381.000 12,192.00 381.000 12,192.00 64 HIGHWAY POST MARKER EA 35.0000 770.00 8.000 280.00 8.000 280.00 65 CONCRETE BARRIER MARKER EA 10.0000 2,100.00 923.000 9,230.00 923.000 9,230.00 (NON-IMPACTABLE) 66 OBJECT MARKER (TYPE L-1) EA 35.0000 3,850.00 61.000 2,135.00 61.000 2,135.00 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 10,970.700 493,681.50 35,462.500 1,595,812.50 72 CONCRETE BARRIER (TYPE 60C) LF 58.0000 1,409,400.00 7,733.700 448,554.60 24,125.600 1,399,284.80 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 190,960.00 227,007.000 174,795.39 227,007.000 174,795.39 S) 76 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7500 215,250.00 115,176.000 201,558.00 115,176.000 201,558.00 S) (BROKEN 36-12, RECESSED) PROGRAM CAS145 PAGE 4 DATE 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 09:12 AM ESTIMATE NO. 07 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 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,331.000 7,653.25 1,331.000 7,653.25 S) (BROKEN 17-7, RECESSED) 78 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 6.3500 48,323.50 8,437.000 53,574.95 8,437.000 53,574.95 S) (RECESSED) 79 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 19.0000 11,780.00 587.000 11,153.00 587.000 11,153.00 S) (BROKEN 12-3, RECESSED) 80 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 25.0000 3,500.00 139.000 3,475.00 139.000 3,475.00 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 09/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 09:12 AM ESTIMATE NO. 07 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 09/17/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 09/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,582,054.18 39,935,671.34 ADJUSTMENT OF COMPENSATION -307,473.63 -1,203,787.47 EXTRA WORK 259,630.41 575,313.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,534,210.96 39,307,197.49 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 6,534,210.96 43,707,197.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -17,866.00 TOTAL 6,539,210.96 43,689,331.49 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 10/15/09 100 79 0 0 97% 84% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/09