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 11/27/12 EST. NO.22 TIME 09:30 AM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- 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 0121 269.88 E.W. @ F.A.(+) 090512 N 0121 0 0122 223.13 091112 N 0122 0 0123 371.10 091212 N 0123 0 0124 707.87 092012 N 0124 0 0128 1,101.10 012512 N 0128 0 0129 208.24 012612 N 0129 0 0130 573.77 040912 N 0130 0 0131 441.16 040612 N 0131 0 0132 336.69 082312 N 0132 0 005 0023 865.62 E.W. @ F.A.(+) 100512 N 0023 0 0027 1,711.59 101512 N 0027 0 030 0002 -2,542.25 A.C. @ L.S.(-) 070212 N 2 0 046 0001 -10,872.29 A.C. @ U.P.(-) 052912 N 1 0 -6,604.39 TOTAL THIS ESTIMATE 1,465,428.80 TOTAL PREVIOUS ESTIMATE 1,458,824.41 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 11/27/12 EST. NO.22 TIME 09:30 AM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED SCHEDULED -263,266.63 03 FAILED TEST 01 -341.71 03 FAILED SCHED W/HOL 263,266.63 04 FAILED SCHED W/HOL -394,422.37 04 FAILED CLASS 4-01 -2,400.00 05 FAILED SCHED WITHOLD -394,811.86 05 FAILED SCHED WITHOLD 394,422.37 05 FAILED TEST 02 -4,525.35 05 FAILED 3/4 HMA COMPA -362,704.04 05 FAILED SCHED WITHOL 394,811.86 06 FAILED COMPACTION 1B -196.85 07 FAILED TEST SB -432.82 08 FAILED TEST 04 -1,141.07 08 3/4 HMA COMP 362,704.04 08 FAILED CLASS 4 -760.95 09 FAILED TEST 05 -1,419.42 09 FAILED - HMA -524,734.89 10 FAILED CLASS - 4 760.95 10 FAILED CLASS - 4 -64.50 10 FAILED TEST - 06 -2,801.19 10 FAILED CLASS 2 -2,400.00 11 FAILED TEST 07 -1,509.46 11 RESTAKING CHARGE -17,899.83 11 FAILED HMA 524,734.89 13 RESTAKING CHARGE 2,899.83 13 FAILED TEST - 08 -260.89 14 OUT OF STATE DEDUCT -5,000.00 14 FAILED TESTS 09 -441.36 16 FAILED-TESTS-10 -2,851.74 17 FAILED TESTS -11 -1,108.38 18 LOT4FAILEDSIEVE#200 -1,378.57 19 OIL PRICE INDEX -48,599.46 19 ITEM 20,80,81 DEDUCT -9,102.40 20 ITEM - 82, 97 -2,880.00 22 ITEMS - 80, 81 6,890.40 22 4,010.40 -96,964.77 EQUAL EMPLOYMENT OPPORTUNITY DEL 1391 -10,000.00 06 RECD JULY 11 1391 10,000.00 18 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB -1,000.00 01 O/S PRS MAR -2,000.00 02 O/S PRS APRIL 2011 -5,000.00 03 DEL MAY 2011 -3,000.00 04 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/27/12 EST. NO.22 TIME 09:30 AM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL APR 2011 4,000.00 04 PRTL MAR 2011 1,000.00 04 DEL JUN'11 CPR -3,000.00 05 DEL JULY 2011 -3,000.00 06 REC'D FEB 2011 DEL 1,000.00 06 DEL AUG 2011 CPR -4,000.00 07 RECD APR 2011 DEL 1,000.00 07 DEL SEPT 11/INQ SEPT -3,000.00 08 PRTL JULY 11 DEL 1,000.00 08 DEL OCT 11 CPR -3,000.00 09 DEL NOV 11 CPR -4,000.00 10 PRTL AUG 11 DEL 2,000.00 10 RECD MARCH 11 DEL 1,000.00 10 DEL DEC 11 CPR -2,000.00 11 PRTL NOV 11 DEL 2,000.00 11 PRTL SEPT 11 DEL/INQ 1,000.00 11 DEL JAN 12 CPR -3,000.00 12 PRTL OCT 11 DEL 2,000.00 12 DEL FEB 12 CPR -4,000.00 13 DEL MAR 12 CPR -6,000.00 14 RECD FEB 12 DEL 4,000.00 14 DEL APR 12 CPR -5,000.00 15 DEL MAY 12 CPR -6,000.00 16 DEL JUNE 12 CPR -4,000.00 17 DEL JULY 12 CPR -3,000.00 18 DEL AUG 12 CPR -4,000.00 19 DEL SEPT 12 CPR -9,000.00 20 PRTL AUGUST 12 DEL 3,000.00 20 PRTL JULY 12 DEL 2,000.00 20 RECD AUGUST 11 DEL 2,000.00 20 RECD JULY 11 DEL 2,000.00 20 RECD JUNE 11 DEL 3,000.00 20 RECD MAY 11 DEL 3,000.00 20 DEL OCT 12 CPR -9,000.00 22 PRTL JAN 12 DEL 2,000.00 22 PRTL MAR 12 DEL 1,000.00 22 PRTL SEPT 12 DEL 7,000.00 22 1,000.00 -41,000.00 TOTAL DEDUCTIONS 5,010.40 -137,964.77 PROGRAM CAS145 PAGE 1 DATE 11/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 09:30 AM ESTIMATE NO. 22 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 11/27/12 LOCATION PROGRESS ESTIMATE 11-IMP-78-R9.2/R12.1 ----------------- GRANITE CONSTRUCTION COMPANY IN IMPERIAL COUNTY NEAR BRAWLEY ON P O BOX 50085 ROUTE 78 AND ON ROUTE 86 WATSONVILLE CA 95077 FED. AID NO. HPLU-6211(94) CONSTRUCT FOUR LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.750 5,625 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 3.000 750 003 TIME-RELATED OVERHEAD WDAY 2,850.0000 1,182,750.00 2.000 5,700.00 415.000 1,182,750 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,400.00 172.000 2,580 005 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.995 12,437 006 PREPARE STORM WATER POLLUTION LS 250.0000 250.00 0.898 224 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.6000 97,680.00 7,147.000 47,170 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 5.000 12,500 009 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 48,000.00 9.000 54,000 010 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 4.000 2,000 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 21.000 7,350 012 STREET SWEEPING LS 78,000.0000 78,000.00 0.995 77,610 013 TEMPORARY HYDRAULIC MULCH M2 0.4200 165,060.00 306,250.200 128,625 014 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.798 22,344 015 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.995 69,650 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 11,951.00 7,982.000 13,569 017 TRAFFIC PLASTIC DRUM EA 75.0000 1,800.00 92.000 6,900 018 TEMPORARY PAVEMENT MARKER EA 7.7000 7,315.00 144.000 1,108 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 26,000.00 3.981 25,876 020 TEMPORARY RAILING (TYPE K) M 20.0000 40,000.00 2,593.400 51,868 021 ABANDON CULVERT EA 1,680.0000 1,680.00 1.000 1,680 022 REMOVE FENCE M 6.6000 4,422.00 830.000 5,478 PROGRAM CAS145 PAGE 2 DATE 11/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 09:30 AM ESTIMATE NO. 22 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 11/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE BARRICADE EA 15.0000 930.00 62.000 930.00 62.000 930 024 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 15,840.00 2,233.000 4,912.60 9,303.000 20,466 025 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 33.0000 528.00 15.970 527.01 89.470 2,952 026 REMOVE CHANNELIZERS EA 11.0000 330.00 30.000 330.00 30.000 330 027 REMOVE ROADSIDE SIGN EA 110.0000 2,860.00 20.000 2,200.00 27.000 2,970 028 REMOVE CULVERT M 94.0000 4,042.00 43.400 4,079 029 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 3,700.00 0.000 0 030 REMOVE CONCRETE BARRIER (TYPE K) M 21.0000 3,780.00 170.800 3,586 031 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000 032 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 1.000 60,000 033 ROADWAY EXCAVATION M3 8.0000 3,160,000.00 433,522.800 3,468,182 034 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 035 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 29,900.00 460.000 29,900 (F) 036 STRUCTURE EXCAVATION (TYPE D) M3 205.0000 25,625.00 125.000 25,625 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 161.0000 61,985.00 385.000 61,985 (F) 038 SAND BACKFILL M3 700.0000 2,940.00 4.200 2,940 039 IMPORTED BORROW M3 7.0000 2,919,000.00 365,514.810 2,558,603 040 EROSION CONTROL (BFM) M2 0.6800 133,960.00 161,859.410 110,064 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 1.000 500.00 3.000 1,500 042 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 52,500.00 223.000 55,750 043 200 MM CORRUGATED HIGH DENSITY M 90.0000 40,500.00 10.910 981.90 462.800 41,652 POLYETHYLENE PIPE CONDUIT 044 FINISHING ROADWAY LS 20,300.0000 20,300.00 0.750 15,225 045 CLASS 4 AGGREGATE SUBBASE M3 21.5000 752,500.00 172.421 3,707.05 45,878.770 986,393 046 CLASS 2 AGGREGATE BASE M3 48.5000 1,784,800.00 307.687 14,922.82 33,448.690 1,622,261 047 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,200.00 2.490 2,490 048 HOT MIX ASPHALT (TYPE C) TONN 94.0000 125,960.00 0.000 0 049 HOT MIX ASPHALT TONN 82.0000 4,608,400.00 35,945.388 2,947,521 PROGRAM CAS145 PAGE 3 DATE 11/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 09:30 AM ESTIMATE NO. 22 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 11/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR HOT MIX ASPHALT TONN 85.0000 25,500.00 259.330 22,043 051 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000 052 PLACE HOT MIX ASPHALT DIKE M 3.7000 11,951.00 3,353.300 12,407 053 TACK COAT TONN 1,000.0000 44,000.00 1.305 1,305 054 CONTINUOUSLY REINFORCED CONCRETE M3 235.0000 7,966,500.00 38,080.415 8,948,897 PAVEMENT 055 CONTINUOUSLY REINFORCED CONCRETE M 9.0000 216.00 44.260 398 PAVEMENT (TERMINAL JOINT, TYPE A) 056 CONTINUOUSLY REINFORCED CONCRETE M 53.0000 1,272.00 14.400 763 PAVEMENT (TERMINAL JOINT, TYPE D) 057 CONTINUOUSLY REINFORCED CONCRETE M 55.0000 2,585.00 48.400 2,662 PAVEMENT (TERMINAL JOINT, TYPE E) 058 CONTINUOUSLY REINFORCED CONCRETE M 442.5000 41,418.00 47.400 20,974 PAVEMENT (PAVEMENT ANCHOR) 059 CONTINUOUSLY REINFORCED CONCRETE M 2,620.0000 123,140.00 48.000 125,760 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 060 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 6.000 1,980.00 46.800 15,444 PAVEMENT (EXPANSION JOINT, TYPE AN) 061 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 48.000 15,840 PAVEMENT (EXPANSION JOINT, TYPE WF) 062 SHOULDER RUMBLE STRIP STA 116.0000 9,860.00 85.038 9,864 (PCC, GROUND-IN INDENTATIONS) 063 SEAL PAVEMENT JOINT M 3.6000 217,800.00 10,142.420 36,512.71 35,014.420 126,051 064 FURNISH PILING (CLASS 625) M 30.0000 25,980.00 865.520 25,965 (ALTERNATIVE X) 065 DRIVE PILE (CLASS 625) EA 4,000.0000 128,000.00 32.000 128,000 (ALTERNATIVE X) 066 FURNISH PILING (CLASS 900) M 30.0000 56,700.00 1,889.392 56,681 (ALTERNATIVE X) 067 DRIVE PILE (CLASS 900) EA 4,000.0000 320,000.00 80.000 320,000 (ALTERNATIVE X) 068 PRESTRESSING CAST-IN-PLACE CONCRETE LS 146,500.0000 146,500.00 1.000 146,500 069 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 62,040.00 188.000 62,040 (F) 070 STRUCTURAL CONCRETE, BRIDGE M3 670.0000 998,300.00 1,490.000 998,300 (F) 071 STRUCTURAL CONCRETE, APPROACH SLAB M3 710.0000 95,850.00 135.000 95,850 (F) (TYPE N) 072 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 180,000.00 5.391 8,086.50 149.030 223,545 (F) 073 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,000.0000 26,000.00 23.800 23,800 074 JOINT SEAL (MR 40 MM) M 350.0000 9,100.00 23.700 8,295 075 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 416,500.00 238,000.000 416,500 (F) 076 FURNISH SINGLE SHEET ALUMINUM SIGN M2 174.0000 10,788.00 4.070 708.18 65.070 11,322 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 11/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 09:30 AM ESTIMATE NO. 22 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 11/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN M2 188.0000 4,512.00 4.890 919.32 23.790 4,472 (2.0 MM-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN M2 267.0000 15,486.00 2.890 771.63 60.290 16,097 (2.0 MM-FRAMED) 079 METAL (RAIL MOUNTED SIGN) KG 39.6000 6,336.00 0.000 0 080 ROADSIDE SIGN - ONE POST EA 935.0000 72,930.00 28.500 26,647.50 96.000 89,760 081 ROADSIDE SIGN - TWO POST EA 495.0000 6,435.00 2.300 1,138.50 14.000 6,930 082 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 248.0000 1,736.00 7.000 1,736.00 7.000 1,736 METHOD) 083 200 MM ALTERNATIVE PIPE CULVERT M 170.0000 8,160.00 49.000 8,330 084 300 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 193.000 33,775 085 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 112,000.00 684.000 119,700 086 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 220,500.00 968.300 217,867 087 900 MM ALTERNATIVE PIPE CULVERT M 295.0000 20,650.00 168.000 49,560 088 PREFABRICATED VERTICAL DRAIN M 2.0000 294,000.00 156,534.000 313,068 089 GRATED LINE DRAIN M 430.0000 28,810.00 80.000 34,400 090 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 670.0000 33,500.00 48.800 32,696 091 600 MM ALTERNATIVE FLARED END SECTION EA 280.0000 2,240.00 9.000 2,520 092 900 MM ALTERNATIVE FLARED END SECTION EA 285.0000 570.00 1.000 285 093 ROCK SLOPE PROTECTION M3 250.0000 3,250.00 16.880 4,220 (FACING, METHOD B) 094 CONCRETE (SLOPE PROTECTION) M3 720.0000 108,000.00 147.070 105,890 095 SLOPE PAVING (CONCRETE) M3 900.0000 94,500.00 105.000 94,500 (F) 096 ROCK SLOPE PROTECTION FABRIC M2 6.0000 276.00 62.060 372 097 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,440.00 381.080 1,524.32 10,060.080 40,240 (F) 098 FENCE (TYPE BW, 4-STRAND, METAL POST) M 8.0000 84,000.00 3,053.010 24,424.08 10,059.010 80,472 099 DELINEATOR (CLASS 1) EA 44.0000 6,160.00 241.000 10,604.00 241.000 10,604 100 MILEPOST MARKER EA 55.0000 770.00 12.000 660.00 12.000 660 101 GUARD RAILING DELINEATOR EA 16.5000 1,320.00 83.000 1,369 102 ALTERNATIVE CRASH CUSHION EA 5,900.0000 11,800.00 2.000 11,800 103 METAL BEAM GUARD RAILING M 68.0000 31,280.00 559.650 38,056 PROGRAM CAS145 PAGE 5 DATE 11/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 09:30 AM ESTIMATE NO. 22 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 11/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 4.000 12,400 105 RAIL TENSIONING ASSEMBLY EA 270.0000 540.00 2.000 540 106 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 2.000 4,400 107 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 3.000 147,000 108 CONCRETE BARRIER (TYPE 60) M 150.0000 52,500.00 115.900 17,385.00 463.638 69,545 109 CONCRETE BARRIER (TYPE 732) M 310.0000 128,960.00 416.000 128,960 (F) 110 THERMOPLASTIC PAVEMENT MARKING M2 46.2000 21,252.00 66.750 3,083.85 495.580 22,895 111 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 165.00 143.000 393.25 309.420 850 112 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 12,804.00 335.000 1,105.50 3,899.000 12,866 113 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 385.00 311.000 855 (BROKEN 3.66 M - 0.92 M) 114 PAINT TRAFFIC STRIPE (2-COAT) M 0.7200 37,368.00 3,576.000 2,574.72 48,156.000 34,672 115 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6500 6,666.00 292.000 481.80 4,339.000 7,159 116 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1500 11,703.00 255.000 1,058.25 2,945.000 12,221 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 118 SIGNAL AND LIGHTING LS 250,000.0000 250,000.00 0.070 17,500.00 1.000 250,000 119 FLASHING BEACON LS 36,000.0000 36,000.00 0.030 1,080.00 1.000 36,000 120 LIGHTING CONDUIT (BRIDGE) LS 11,250.0000 11,250.00 0.030 337.50 1.000 11,250 121 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 10,500.00 222.000 11,100 (F) 122 TRAFFIC MONITORING STATION (LOCATION 1) LS 29,900.0000 29,900.00 0.060 1,794.00 1.000 29,900 123 TRAFFIC MONITORING STATION (LOCATION 2) LS 29,900.0000 29,900.00 0.060 1,794.00 1.000 29,900 PROGRAM CAS145 PAGE 6 DATE 11/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 09:30 AM ESTIMATE NO. 22 BID OPENING 08/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 11/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 201,011.99 27,804,617.59 ADJUSTMENT OF COMPENSATION -13,414.54 891,901.40 EXTRA WORK 6,810.15 566,923.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 194,407.60 29,263,442.00 124 MOBILIZATION LS 845,000.0000 845,000.00 1.000 845,000 ORIGINAL CONTRACT AMOUNT 29,508,262.00 TOTAL WORK COMPLETED 194,407.60 30,108,442.00 MATERIALS ON HAND ON SITE 35,581.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,010.40 -137,964.77 TOTAL 199,418.00 30,006,058.99 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 12/24/10 415 02/23/11 02/17/11 11/30/12 415 0 0 0 95% 100% PROGRESS IS SATISFACTORY PENDING CCOS RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/12