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 06/18/09 EST. NO.04 TIME 03:26 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 0003 7,692.18 E.W. @ U.P (+) 041209 N GJ3 0 0006 1,326.32 041709 N GJ6 0 0012 6,057.09 051709 N GJ12 0 0013 2,088.36 E.W. @ F.A.(+) 052609 N GJ13 0 002 0002 213.20 E.W. @ U.P (+) 050109 N GJ2 0 003 0003 250.00 E.W. @ F.A.(+) 051909 N GJ2 0 004 0001 1,800.00 E.W. @ F.A.(+) 042409 N GJ1 0 005 0001 -181,066.84 A.C. @ U.P.(-) 052009 N 1 0 0002 -331,870.88 061609 N 002 0 006 0002 -22,655.27 A.C. @ U.P.(-) 061609 N 002 0 007 0001 32,456.00 E.W. @ U.P (+) 052009 N 1 0 0002 20,527.00 061609 N 002 0 016 0007 958.12 E.W. @ F.A.(+) 040409 N GJ7 0 0020 249.48 033109 N GJ20 0 0021 1,286.98 041709 N GJ21 0 0022 1,512.51 041709 N GJ22 0 0024 1,262.05 041909 N GJ24 0 0025 1,223.10 041909 N GJ25 0 0026 1,565.02 042009 N GJ26 0 0027 1,386.30 042009 N GJ27 0 0028 1,492.20 042109 N GJ28 0 0029 1,298.31 042109 N GJ29 0 0030 1,262.05 042209 N GJ30 0 0032 1,421.35 042309 N GJ32 0 0033 1,707.05 042309 N GJ1330 0034 2,301.93 042409 N GJ34 0 0035 1,906.69 042409 N GJ35 0 0036 313.16 042609 N GJ36 0 0037 301.02 042709 N GJ37 0 0038 742.21 042609 N GJ38 0 0039 771.36 042709 N GJ39 0 0040 301.02 042809 N GJ40 0 0041 771.36 042809 N GJ41 0 0042 150.51 042909 N GJ42 0 0043 742.21 042909 N GJ43 0 0044 150.51 043009 N GJ44 0 0045 742.21 043009 N GJ45 0 0046 1,017.01 050709 N GJ46 0 0048 673.08 042009 N GJ1480 0050 1,088.07 051009 N GJ50 0 0059 1,203.13 051409 N GJ59 0 0064 1,291.82 051709 N GJ64 0 0065 1,082.90 051809 N GJ65 0 0070 1,292.67 051909 N GJ69 0 0071 1,187.78 052009 N GJ70 0 0072 1,187.78 052109 N GJ71 0 0073 1,397.53 052609 N GJ72 0 -425,942.36 TOTAL THIS ESTIMATE 24,846.79 TOTAL PREVIOUS ESTIMATE -401,095.57 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 06/18/09 EST. NO.04 TIME 03:26 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 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -9,866.00 PROGRAM CAS145 PAGE 1 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 03:26 PM ESTIMATE NO. 04 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 06/19/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/18/09 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 0.500 1,000.00 02 TIME-RELATED OVERHEAD LS 375,000.0000 375,000.00 0.135 50,625.00 0.337 126,375.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,400.00 457.000 2,285.00 889.000 4,445.00 04 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.135 2,700.00 0.337 6,740.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.054 54.00 0.631 631.00 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 7.000 10,500.00 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 0.278 27,800.00 0.337 33,700.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.135 2,025.00 0.337 5,055.00 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 0.278 223,903.15 0.337 271,422.16 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 71,280.00 58,426.000 10,516.68 107,982.000 19,436.76 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 4,000.00 21.000 2,100.00 64.000 6,400.00 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 0.278 20,850.00 0.337 25,275.00 S) 18 END OF QUEUE WARNING/SERVICE PATROL LS 85,000.0000 85,000.00 0.278 23,630.00 0.337 28,645.00 S) 19 TEMPORARY RAILING (TYPE K) LF 17.0000 1,065,900.00 15,316.000 260,372.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 112.000 28,000.00 S) 21 REMOVE METAL BEAM GUARD RAILING LF 6.5000 237,250.00 5,687.500 36,968.75 34,131.250 221,853.13 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 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 03:26 PM ESTIMATE NO. 04 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 06/19/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE LF 0.7700 143,990.00 859.800 662.05 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 139,500.00 164.130 14,771.70 935.030 84,152.70 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 0.000 0.00 28 ADJUST INLET EA 1,300.0000 195,000.00 0.000 0.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 50,830.00 0.000 0.00 S) 30 REMOVE CONCRETE CURB LF 6.0000 4,320.00 126.000 756.00 126.000 756.00 31 REMOVE CONCRETE BARRIER LF 7.5000 408,750.00 9,790.000 73,425.00 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 0.100 10,000.00 1.000 100,000.00 37 ROADWAY EXCAVATION CY 23.0000 2,553,000.00 26,560.440 610,890.12 84,579.710 1,945,333.33 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 0.139 278.00 0.669 1,338.00 S) 40 IMPORTED MATERIAL (SHOULDER BACKING) CY 49.0000 553,700.00 0.000 0.00 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 21,984.070 879,362.80 64,261.270 2,570,450.80 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 39,408.210 3,546,738.90 56,770.210 5,109,318.90 45 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 800.0000 176,000.00 73.670 58,936.00 73.670 58,936.00 PAVEMENT INTERLAYER) 46 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0500 347,550.00 78,088.000 81,992.40 78,088.000 81,992.40 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 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 03:26 PM ESTIMATE NO. 04 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 06/19/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 41,447.000 26,940.55 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 5,400.000 174,960.00 33,206.250 1,075,882.50 S) 68 TRANSITION RAILING (TYPE WB) EA 4,500.0000 40,500.00 7.000 31,500.00 11.000 49,500.00 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 12.000 26,400.00 43.000 94,600.00 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 23.650 7,095.00 473.000 141,900.00 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 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 03:26 PM ESTIMATE NO. 04 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 06/19/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/18/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0404 TIME 03:26 PM ESTIMATE NO. 04 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 06/19/09 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 06/18/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,858,800.55 13,551,968.03 ADJUSTMENT OF COMPENSATION -535,592.99 -559,429.49 EXTRA WORK 109,650.63 158,333.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,432,858.19 13,150,872.46 83 MOBILIZATION LS 4400,000.0000 4,400,000.00 0.200 880,000.00 0.950 4,180,000.00 ORIGINAL CONTRACT AMOUNT 44,030,029.00 TOTAL WORK COMPLETED 6,312,858.19 17,330,872.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -9,866.00 TOTAL 6,312,858.19 17,321,006.46 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 10/09/09 40 76 0 0 41% 34% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/09