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 08/23/12 EST. NO.18 TIME 07:36 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 --------------------------------------------------------------------------- 006 0079 841.36 E.W. @ F.A.(+) 022212 N 0079 0 0080 662.92 091411 N 0080 0 0081 216.64 100311 N 0081 0 0082 110.73 042412 N 0082 0 0083 73.82 042612 N 0083 0 023 0001 232.20 E.W. @ F.A.(+) 022712 N 0001 0 0002 928.78 022812 N 0002 0 036 0001 103.21 E.W. @ F.A.(+) 073012 N 0001 0 3,169.66 TOTAL THIS ESTIMATE 1,048,429.58 TOTAL PREVIOUS ESTIMATE 1,051,599.24 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 08/23/12 EST. NO.18 TIME 07:36 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 -1,108.38 -41,894.74 EQUAL EMPLOYMENT OPPORTUNITY DEL 1391 -10,000.00 06 RECD JULY 11 1391 10,000.00 18 10,000.00 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 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 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 08/23/12 EST. NO.18 TIME 07:36 AM R.E. NAME: RIZZUTTO, SHAWN 11-167894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -3,000.00 -44,000.00 TOTAL DEDUCTIONS 5,891.62 -85,894.74 PROGRAM CAS145 PAGE 1 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 07:36 AM ESTIMATE NO. 18 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 08/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/23/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.750 5,625.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,000.00 3.000 750.00 003 TIME-RELATED OVERHEAD WDAY 2,850.0000 1,182,750.00 21.000 59,850.00 371.000 1,057,350.00 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,400.00 172.000 2,580.00 005 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.051 637.50 0.894 11,175.00 006 PREPARE STORM WATER POLLUTION LS 250.0000 250.00 0.021 5.25 0.858 214.50 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.6000 97,680.00 7,147.000 47,170.20 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 15,000.00 5.000 12,500.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 48,000.00 9.000 54,000.00 010 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 4.000 2,000.00 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 7,000.00 21.000 7,350.00 21.000 7,350.00 012 STREET SWEEPING LS 78,000.0000 78,000.00 0.051 3,978.00 0.894 69,732.00 013 TEMPORARY HYDRAULIC MULCH M2 0.4200 165,060.00 306,250.200 128,625.08 014 CONSTRUCTION AREA SIGNS LS 28,000.0000 28,000.00 0.021 588.00 0.758 21,224.00 015 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.051 3,570.00 0.894 62,580.00 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 11,951.00 7,982.000 13,569.40 017 TRAFFIC PLASTIC DRUM EA 75.0000 1,800.00 92.000 6,900.00 018 TEMPORARY PAVEMENT MARKER EA 7.7000 7,315.00 144.000 1,108.80 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 26,000.00 0.203 1,319.50 3.576 23,244.00 020 TEMPORARY RAILING (TYPE K) M 20.0000 40,000.00 2,593.400 51,868.00 021 ABANDON CULVERT EA 1,680.0000 1,680.00 1.000 1,680.00 022 REMOVE FENCE M 6.6000 4,422.00 830.000 5,478.00 PROGRAM CAS145 PAGE 2 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 07:36 AM ESTIMATE NO. 18 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 08/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE BARRICADE EA 15.0000 930.00 0.000 0.00 024 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 15,840.00 3,392.000 7,462.40 7,070.000 15,554.00 025 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 33.0000 528.00 24.480 807.84 73.500 2,425.50 026 REMOVE CHANNELIZERS EA 11.0000 330.00 0.000 0.00 027 REMOVE ROADSIDE SIGN EA 110.0000 2,860.00 7.000 770.00 028 REMOVE CULVERT M 94.0000 4,042.00 43.400 4,079.60 029 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 3,700.00 0.000 0.00 030 REMOVE CONCRETE BARRIER (TYPE K) M 21.0000 3,780.00 73.160 1,536.36 73.160 1,536.36 031 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 032 DEVELOP WATER SUPPLY LS 60,000.0000 60,000.00 1.000 60,000.00 033 ROADWAY EXCAVATION M3 8.0000 3,160,000.00 2,439.840 19,518.72 433,522.800 3,468,182.40 034 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0.00 035 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 29,900.00 460.000 29,900.00 (F) 036 STRUCTURE EXCAVATION (TYPE D) M3 205.0000 25,625.00 125.000 25,625.00 (F) 037 STRUCTURE BACKFILL (BRIDGE) M3 161.0000 61,985.00 250.000 40,250.00 (F) 038 SAND BACKFILL M3 700.0000 2,940.00 4.200 2,940.00 039 IMPORTED BORROW M3 7.0000 2,919,000.00 365,514.810 2,558,603.67 040 EROSION CONTROL (BFM) M2 0.6800 133,960.00 0.000 0.00 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 042 NPS 3 SUPPLY LINE (BRIDGE) M 250.0000 52,500.00 223.000 55,750.00 043 200 MM CORRUGATED HIGH DENSITY M 90.0000 40,500.00 173.900 15,651.00 POLYETHYLENE PIPE CONDUIT 044 FINISHING ROADWAY LS 20,300.0000 20,300.00 0.000 0.00 045 CLASS 4 AGGREGATE SUBBASE M3 21.5000 752,500.00 45,706.349 982,686.50 046 CLASS 2 AGGREGATE BASE M3 48.5000 1,784,800.00 33,141.003 1,607,338.65 047 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 2,200.00 0.000 0.00 048 HOT MIX ASPHALT (TYPE C) TONN 94.0000 125,960.00 0.000 0.00 049 HOT MIX ASPHALT TONN 82.0000 4,608,400.00 35,809.808 2,936,404.26 PROGRAM CAS145 PAGE 3 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 07:36 AM ESTIMATE NO. 18 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 08/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MINOR HOT MIX ASPHALT TONN 85.0000 25,500.00 0.000 0.00 051 DATA CORE LS 4,000.0000 4,000.00 0.880 3,520.00 052 PLACE HOT MIX ASPHALT DIKE M 3.7000 11,951.00 0.000 0.00 053 TACK COAT TONN 1,000.0000 44,000.00 1.305 1,305.00 054 CONTINUOUSLY REINFORCED CONCRETE M3 235.0000 7,966,500.00 174.945 41,112.08 37,538.944 8,821,651.84 PAVEMENT 055 CONTINUOUSLY REINFORCED CONCRETE M 9.0000 216.00 23.950 215.55 44.260 398.34 PAVEMENT (TERMINAL JOINT, TYPE A) 056 CONTINUOUSLY REINFORCED CONCRETE M 53.0000 1,272.00 -4.500 -238.50 14.400 763.20 PAVEMENT (TERMINAL JOINT, TYPE D) 057 CONTINUOUSLY REINFORCED CONCRETE M 55.0000 2,585.00 48.400 2,662.00 48.400 2,662.00 PAVEMENT (TERMINAL JOINT, TYPE E) 058 CONTINUOUSLY REINFORCED CONCRETE M 442.5000 41,418.00 47.400 20,974.50 PAVEMENT (PAVEMENT ANCHOR) 059 CONTINUOUSLY REINFORCED CONCRETE M 2,620.0000 123,140.00 48.000 125,760.00 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 060 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 40.800 13,464.00 PAVEMENT (EXPANSION JOINT, TYPE AN) 061 CONTINUOUSLY REINFORCED CONCRETE M 330.0000 15,510.00 48.000 15,840.00 PAVEMENT (EXPANSION JOINT, TYPE WF) 062 SHOULDER RUMBLE STRIP STA 116.0000 9,860.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 063 SEAL PAVEMENT JOINT M 3.6000 217,800.00 24,872.000 89,539.20 064 FURNISH PILING (CLASS 625) M 30.0000 25,980.00 865.520 25,965.60 (ALTERNATIVE X) 065 DRIVE PILE (CLASS 625) EA 4,000.0000 128,000.00 32.000 128,000.00 (ALTERNATIVE X) 066 FURNISH PILING (CLASS 900) M 30.0000 56,700.00 1,889.392 56,681.76 (ALTERNATIVE X) 067 DRIVE PILE (CLASS 900) EA 4,000.0000 320,000.00 80.000 320,000.00 (ALTERNATIVE X) 068 PRESTRESSING CAST-IN-PLACE CONCRETE LS 146,500.0000 146,500.00 1.000 146,500.00 069 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 62,040.00 188.000 62,040.00 (F) 070 STRUCTURAL CONCRETE, BRIDGE M3 670.0000 998,300.00 1,419.700 951,199.00 (F) 071 STRUCTURAL CONCRETE, APPROACH SLAB M3 710.0000 95,850.00 135.000 95,850.00 135.000 95,850.00 (F) (TYPE N) 072 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 180,000.00 15.360 23,040.00 120.049 180,073.50 (F) 073 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,000.0000 26,000.00 0.000 0.00 074 JOINT SEAL (MR 40 MM) M 350.0000 9,100.00 0.000 0.00 075 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 416,500.00 238,000.000 416,500.00 (F) 076 FURNISH SINGLE SHEET ALUMINUM SIGN M2 174.0000 10,788.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 07:36 AM ESTIMATE NO. 18 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 08/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN M2 188.0000 4,512.00 0.000 0.00 (2.0 MM-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN M2 267.0000 15,486.00 0.000 0.00 (2.0 MM-FRAMED) 079 METAL (RAIL MOUNTED SIGN) KG 39.6000 6,336.00 0.000 0.00 080 ROADSIDE SIGN - ONE POST EA 935.0000 72,930.00 0.000 0.00 081 ROADSIDE SIGN - TWO POST EA 495.0000 6,435.00 0.000 0.00 082 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 248.0000 1,736.00 0.000 0.00 METHOD) 083 200 MM ALTERNATIVE PIPE CULVERT M 170.0000 8,160.00 49.000 8,330.00 084 300 MM ALTERNATIVE PIPE CULVERT M 175.0000 38,500.00 193.000 33,775.00 085 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 112,000.00 684.000 119,700.00 086 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 220,500.00 979.300 220,342.50 087 900 MM ALTERNATIVE PIPE CULVERT M 295.0000 20,650.00 168.000 49,560.00 088 PREFABRICATED VERTICAL DRAIN M 2.0000 294,000.00 156,534.000 313,068.00 089 GRATED LINE DRAIN M 430.0000 28,810.00 49.000 21,070.00 090 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 670.0000 33,500.00 48.800 32,696.00 091 600 MM ALTERNATIVE FLARED END SECTION EA 280.0000 2,240.00 10.000 2,800.00 092 900 MM ALTERNATIVE FLARED END SECTION EA 285.0000 570.00 1.000 285.00 093 ROCK SLOPE PROTECTION M3 250.0000 3,250.00 0.000 0.00 (FACING, METHOD B) 094 CONCRETE (SLOPE PROTECTION) M3 720.0000 108,000.00 6.320 4,550.40 6.320 4,550.40 095 SLOPE PAVING (CONCRETE) M3 900.0000 94,500.00 0.000 0.00 (F) 096 ROCK SLOPE PROTECTION FABRIC M2 6.0000 276.00 0.000 0.00 097 MISCELLANEOUS IRON AND STEEL KG 4.0000 36,440.00 148.000 592.00 4,280.000 17,120.00 (F) 098 FENCE (TYPE BW, 4-STRAND, METAL POST) M 8.0000 84,000.00 0.000 0.00 099 DELINEATOR (CLASS 1) EA 44.0000 6,160.00 0.000 0.00 100 MILEPOST MARKER EA 55.0000 770.00 0.000 0.00 101 GUARD RAILING DELINEATOR EA 16.5000 1,320.00 0.000 0.00 102 ALTERNATIVE CRASH CUSHION EA 5,900.0000 11,800.00 0.000 0.00 103 METAL BEAM GUARD RAILING M 68.0000 31,280.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 07:36 AM ESTIMATE NO. 18 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 08/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 0.000 0.00 105 RAIL TENSIONING ASSEMBLY EA 270.0000 540.00 0.000 0.00 106 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0.00 107 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 0.000 0.00 108 CONCRETE BARRIER (TYPE 60) M 150.0000 52,500.00 0.000 0.00 109 CONCRETE BARRIER (TYPE 732) M 310.0000 128,960.00 0.000 0.00 (F) 110 THERMOPLASTIC PAVEMENT MARKING M2 46.2000 21,252.00 110.820 5,119.88 160.170 7,399.85 111 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 165.00 0.000 0.00 112 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 12,804.00 1,150.000 3,795.00 1,150.000 3,795.00 113 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 385.00 189.000 519.75 189.000 519.75 (BROKEN 3.66 M - 0.92 M) 114 PAINT TRAFFIC STRIPE (2-COAT) M 0.7200 37,368.00 5,337.000 3,842.64 6,286.000 4,525.92 115 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6500 6,666.00 818.000 1,349.70 826.000 1,362.90 116 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1500 11,703.00 424.000 1,759.60 554.000 2,299.10 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 118 SIGNAL AND LIGHTING LS 250,000.0000 250,000.00 0.020 5,000.00 0.350 87,500.00 119 FLASHING BEACON LS 36,000.0000 36,000.00 0.400 14,400.00 120 LIGHTING CONDUIT (BRIDGE) LS 11,250.0000 11,250.00 0.890 10,012.50 0.890 10,012.50 121 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 10,500.00 192.000 9,600.00 (F) 122 TRAFFIC MONITORING STATION (LOCATION 1) LS 29,900.0000 29,900.00 0.720 21,528.00 123 TRAFFIC MONITORING STATION (LOCATION 2) LS 29,900.0000 29,900.00 0.070 2,093.00 0.710 21,229.00 PROGRAM CAS145 PAGE 6 DATE 08/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167894 TIME 07:36 AM ESTIMATE NO. 18 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 08/20/12 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 307,899.17 25,960,577.78 ADJUSTMENT OF COMPENSATION 0.00 476,338.07 EXTRA WORK 3,169.66 575,261.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 311,068.83 27,012,177.02 124 MOBILIZATION LS 845,000.0000 845,000.00 1.000 845,000.00 ORIGINAL CONTRACT AMOUNT 29,508,262.00 TOTAL WORK COMPLETED 311,068.83 27,857,177.02 MATERIALS ON HAND ON SITE 55,677.89 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,891.62 -85,894.74 TOTAL 316,960.45 27,826,960.17 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 10/23/12 371 0 0 0 89% 89% PROGRESS IS SATISFACTORY RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/12