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 02/26/13 EST. NO.11 TIME 04:28 PM R.E. NAME: ALIPANAH, FRED 08-472224 --------------------------------------------------------------------------- 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 0008 824.68 E.W. @ F.A.(+) 082012 N ACL820 0009 3,763.02 121912 N 0036.0 0010 11,423.40 012313 N 0041.0 007 0006 2,688.38 E.W. @ F.A.(+) 011513 N 0038.0 0007 1,630.43 011613 N 0039.0 012 0032 3,340.00 E.W. @ F.A.(+) 120412 N 3785 0 0033 11,307.71 120612 N 3786 0 0034 2,515.03 121412 N 3791 0 0035 2,898.43 123112 N 3792 0 0036 1,801.72 010313 N 3842 0 0037 2,117.93 011513 N 3841 0 0038 2,741.86 011613 N 3840 0 0039 794.23 012913 N 3834 0 0040 1,134.79 012813 N 3835 0 0041 1,323.71 013013 N 3836 0 50,305.32 TOTAL THIS ESTIMATE 242,551.44 TOTAL PREVIOUS ESTIMATE 292,856.76 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 02/26/13 EST. NO.11 TIME 04:28 PM R.E. NAME: ALIPANAH, FRED 08-472224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC THICKNESS CORE -10,424.65 06 PCC THICKNESS -10,424.65 08 0.00 -20,849.30 TOTAL DEDUCTIONS 0.00 -20,849.30 PROGRAM CAS145 PAGE 1 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 LOCATION PROGRESS ESTIMATE 08-SBD-15-3.8/12.8 ----------------- GRIFFITH/COFFMAN JOINT VENTURE IN SAN BERNARDINO COUNTY IN 9685 VIA EXCELENCIA SUITE 200 RANCHO CUCAMONGA, FONTANA AND SAN DIEGO CA 92126 RIALTO FROM 7TH STREET UNDERCROSSING TO SIERRA AVENUE UNDERCROSING FED. AID NO. ACIM-155(155)E ,110- (155)E PAVEMENT REHABILITATION, SLAB ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 002 TIME-RELATED OVERHEAD LS 1,350,000.0000 1,350,000.00 0.075 101,250.00 0.730 985,500 003 TEMPORARY LIGHT BARRIER LF 13.0000 56,420.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.075 3,750.00 0.730 36,500 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.040 140.00 0.860 3,010 PREVENTION PLAN 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 8.000 24,000 007 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 20,000.00 84.000 16,800 008 STREET SWEEPING LS 275,000.0000 275,000.00 0.065 17,875.00 0.775 213,125 009 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 56,250.00 1.000 750.00 21.000 15,750 010 TEMPORARY SOIL BINDER SQYD 0.2000 4,000.00 0.000 0 011 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 2.000 1,000.00 8.000 4,000 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 33,000.00 5.000 5,000 014 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.038 3,420.00 0.622 55,980 015 TRAFFIC CONTROL SYSTEM LS 510,000.0000 510,000.00 0.060 30,600.00 0.813 414,630 016 TYPE III BARRICADE EA 55.0000 5,170.00 0.000 0 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,020.00 378.000 756.00 882.000 1,764 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 304,000.00 124,371.000 62,185.50 723,036.000 361,518 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 56,750.00 21.000 525.00 366.000 9,150 020 TEMPORARY PAVEMENT MARKER EA 3.0000 232,800.00 6,669.000 20,007.00 68,509.000 205,527 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 20,000.00 0.500 1,250.00 6.500 16,250 022 TEMPORARY RAILING (TYPE K) LF 16.0000 3,888,000.00 16,840.000 269,440.00 172,115.000 2,753,840 PROGRAM CAS145 PAGE 2 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 165.0000 146,850.00 182.000 30,030 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 29,190.00 98,270.000 29,481 STRIPE (HAZARDOUS WASTE) 025 ABANDON CULVERT LF 80.0000 127,200.00 1,580.800 126,464 026 ABANDON INLET EA 2,000.0000 22,000.00 11.000 22,000 027 REMOVE 1" ELECTRIC REMOTE CONTROL VALVE EA 55.0000 330.00 6.000 330 AND VALVE BOX 028 REMOVE 1 1/2" ELECTRIC REMOTE CONTROL EA 55.0000 8,250.00 150.000 8,250 VALVE AND VALVE BOX 029 REMOVE 2" ELECTRIC REMOTE CONTROL VALVE EA 55.0000 55.00 1.000 55 AND VALVE BOX 030 REMOVE SPRINKLER (TYPE C-2) EA 6.0000 54,720.00 9,020.000 54,120 031 REMOVE SPRINKLER (TYPE C-3) EA 6.0000 39,360.00 6,652.000 39,912 032 REMOVE 2" GATE VALVE EA 55.0000 2,035.00 37.000 2,035 033 REMOVE 2" PRESSURE REDUCING VALVE AND EA 55.0000 2,035.00 37.000 2,035 VALVE BOX 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 58,500.00 156,899.000 47,069 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 765.00 252.000 378 036 REMOVE PAVEMENT MARKER EA 0.5000 17,700.00 41,697.000 20,848 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 9,170.00 0.000 0 038 REMOVE CULVERT LF 35.0000 8,050.00 166.300 5,820 039 REMOVE INLET EA 500.0000 11,500.00 20.000 10,000 040 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500 041 SALVAGE METAL BRIDGE RAILING LF 10.0000 35,650.00 2,657.000 26,570 042 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 68,000.00 1,971.000 9,855.00 7,258.500 36,292 043 RELOCATE CONCRETE BARRIER (TYPE 60K) LF 3.0000 53,100.00 0.000 0 044 ADJUST INLET EA 1,500.0000 18,000.00 0.000 0 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 134,400.00 26,796.890 53,593 046 REMOVE CONCRETE BARRIER (TYPE 50) LF 5.0000 206,500.00 20,650.000 103,250 047 SALVAGE CONCRETE BARRIER (TYPE 50) LF 5.0000 5,000.00 0.000 0 048 CLEAN BRIDGE DECK SQFT 0.1300 15,221.44 0.000 0 049 CAP INLET EA 2,000.0000 44,000.00 23.000 46,000 PROGRAM CAS145 PAGE 3 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.520 13,000 051 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.520 23,400 052 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 0.520 15,600 053 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 0.660 19,800 054 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.050 2,500.00 0.900 45,000 055 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.060 6,000.00 0.807 80,700 056 ROADWAY EXCAVATION CY 5.0000 2,005,000.00 52,502.360 262,511.80 206,635.387 1,033,176 057 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 058 SAND BACKFILL CY 90.0000 16,200.00 175.000 15,750 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 2.0000 256,000.00 0.000 0 060 ROADSIDE CLEARING ACRE 700.0000 147,000.00 210.000 147,000 061 ROCK BLANKET SQYD 55.0000 369,600.00 0.000 0 062 IRON SULFATE LB 0.4000 784.00 323.400 129 063 SOIL AMENDMENT CY 75.0000 24,000.00 155.200 11,640.00 208.000 15,600 064 MULCH CY 32.0000 6,400.00 0.000 0 065 COMMERCIAL FERTILIZER LB 1.0000 1,960.00 323.400 323.40 646.800 646 066 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,500.0000 45,000.00 1.810 4,525 067 PLANT (GROUP B) EA 16.0000 94,720.00 3,330.000 53,280.00 3,977.000 63,632 068 PLANT (GROUP U) EA 110.0000 106,700.00 465.000 51,150.00 538.000 59,180 069 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.000 0 070 1" ELECTRIC REMOTE CONTROL VALVE EA 250.0000 1,500.00 6.000 1,500 071 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 260.0000 39,000.00 150.000 39,000 072 2" ELECTRIC REMOTE CONTROL VALVE EA 285.0000 285.00 1.000 285 073 48 STATION IRRIGATION CONTROLLER EA 6,500.0000 39,000.00 0.000 0 (WALL MOUNTED) 074 SPRINKLER (TYPE C-2) EA 19.0000 173,280.00 9,015.000 171,285 075 SPRINKLER (TYPE C-3) EA 23.0000 150,880.00 6,652.000 152,996 076 2" BALL VALVE EA 140.0000 5,180.00 37.000 5,180 PROGRAM CAS145 PAGE 4 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE CY 140.0000 330,400.00 2,877.030 402,784 078 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 161,500.00 73.340 36,670.00 893.196 446,598 079 LEAN CONCRETE BASE CY 66.5000 5,499,550.00 6,278.000 417,487.00 65,960.831 4,386,395 080 LEAN CONCRETE BASE RAPID SETTING CY 160.0000 2,992,000.00 1,441.700 230,672.00 3,226.980 516,316 081 HOT MIX ASPHALT (TYPE C) TON 90.0000 643,500.00 931.500 83,835 082 HOT MIX ASPHALT (TYPE A) TON 92.0000 674,360.00 7,030.580 646,813 083 HOT MIX ASPHALT TYPE A-BOND BREAKER TON 84.0000 2,856,000.00 2,822.470 237,087.48 24,560.820 2,063,108 084 SHOULDER RUMBLE STRIP STA 45.0000 11,250.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6000 504.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.6000 22,032.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 18,540.00 0.000 0 088 PLACE HOT MIX ASPHALT SQYD 40.0000 2,600.00 13.500 540 (MISCELLANEOUS AREA) 089 LIQUID ASPHALT (PRIME COAT) TON 560.0000 43,680.00 0.000 0 090 TACK COAT TON 570.0000 125,400.00 9.400 5,358.00 81.310 46,346 091 JOINTED PLAIN CONCRETE PAVEMENT CY 111.0000 21,978,000.00 14,379.200 1,596,091.20 130,151.247 14,446,788 092 SHOULDER RUMBLE STRIP STA 55.0000 28,600.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 093 REPLACE CONCRETE PAVEMENT CY 1,000.0000 1,050,000.00 1,001.949 1,001,949 (RAPID STRENGTH CONCRETE) 094 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 7,105,000.00 3,754.560 544,411.20 7,711.960 1,118,234 (RAPID STRENGTH CONCRETE) 095 SEAL PAVEMENT JOINT LF 2.0000 1,356,000.00 1,754.000 3,508.00 263,407.000 526,814 096 SEAL ISOLATION JOINT LF 2.0000 414,000.00 18,848.000 37,696.00 78,288.000 156,576 097 DOWEL BAR (DRILL AND BOND) EA 15.0000 67,200.00 2,060.000 30,900 098 REPAIR SPALLED JOINTS SQYD 600.0000 40,800.00 12.700 7,620 099 GRIND EXISTING CONCRETE SQYD 4.0000 1,036,000.00 261,926.500 1,047,706 PAVEMENT 100 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 64,800.00 3.500 6,300.00 23.395 42,111 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,160.0000 3,714,320.00 253.430 293,978.80 2,301.620 2,669,879 (TYPE R) 102 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 600,840.00 27.840 50,112.00 272.070 489,726 (F) PROGRAM CAS145 PAGE 5 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PAVING NOTCH EXTENSION CF 210.0000 439,110.00 109.880 23,074.80 1,414.710 297,089 104 CLEAN EXPANSION JOINT LF 15.0000 24,240.00 0.000 0 105 JOINT SEAL (MR 1/2") LF 22.0000 27,852.00 0.000 0 106 JOINT SEAL (MR 1") LF 30.0000 13,020.00 0.000 0 107 JOINT SEAL (MR 1 1/2") LF 55.0000 67,650.00 0.000 0 108 JOINT SEAL (MR 2") LF 70.0000 122,640.00 0.000 0 109 TREAT BRIDGE DECK SQFT 0.4000 46,835.20 0.000 0 (F) 110 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 60.0000 78,060.00 0.000 0 111 PUBLIC SAFETY PLAN LS 550.0000 550.00 0.000 0 112 12" ALTERNATIVE PIPE CULVERT LF 85.0000 5,525.00 61.300 5,210 113 18" ALTERNATIVE PIPE CULVERT LF 90.0000 266,400.00 97.000 8,730.00 2,878.600 259,074 114 24" ALTERNATIVE PIPE CULVERT LF 110.0000 386,100.00 2,702.700 297,297 115 12" REINFORCED CONCRETE PIPE LF 330.0000 7,590.00 0.000 0 116 18" REINFORCED CONCRETE PIPE LF 155.0000 328,600.00 2,145.400 332,537 117 24" REINFORCED CONCRETE PIPE LF 300.0000 210,000.00 687.300 206,190 118 12" CORRUGATED STEEL PIPE (.064" THICK) LF 130.0000 5,720.00 0.000 0 119 15" CORRUGATED STEEL PIPE (.064" THICK) LF 125.0000 76,250.00 80.000 10,000.00 358.400 44,800 120 18" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 26,400.00 57.600 6,912.00 117.600 14,112 121 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 52,250.00 80.000 22,000.00 80.000 22,000 (.079" THICK) 122 15" ENTRANCE TAPER EA 1,050.0000 3,150.00 1.000 1,050.00 1.000 1,050 123 36" CORRUGATED STEEL PIPE INLET LF 430.0000 23,220.00 29.500 12,685 (.079" THICK) 124 12" CORRUGATED STEEL PIPE RISER LF 130.0000 1,170.00 4.000 520 (.064" THICK) 125 GRATED LINE DRAIN LF 150.0000 22,500.00 26.000 3,900 126 15" ALTERNATIVE FLARED END SECTION EA 750.0000 7,500.00 2.000 1,500.00 6.000 4,500 127 18" ALTERNATIVE FLARED END SECTION EA 900.0000 5,400.00 1.000 900.00 4.000 3,600 128 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 129 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 100.0000 12,000.00 116.200 11,620 PROGRAM CAS145 PAGE 6 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 ROCK SLOPE PROTECTION CY 100.0000 6,400.00 12.000 1,200 (FACING, METHOD B) 131 CONCRETED-ROCK SLOPE PROTECTION CY 100.0000 20,000.00 199.800 19,980 (1T, METHOD A) 132 MINOR CONCRETE (SLOPE PROTECTION) CY 150.0000 7,200.00 87.100 13,065 133 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 1,880.00 285.700 1,142 134 MINOR CONCRETE (MISCELLANEOUS CY 1,650.0000 13,200.00 0.000 0 CONSTRUCTION) 135 MINOR CONCRETE (DIKE TYPE C, D, F) CY 300.0000 141,000.00 0.000 0 136 MISCELLANEOUS IRON AND STEEL LB 1.0500 68,132.40 10,906.000 11,451.30 43,836.000 46,027 (F) 137 SURVEY MONUMENT (TYPE D) EA 350.0000 8,050.00 0.000 0 138 GUARD RAILING DELINEATOR EA 15.0000 10,500.00 0.000 0 139 OBJECT MARKER EA 80.0000 2,480.00 0.000 0 140 CONCRETE BARRIER MARKER EA 7.0000 3,430.00 0.000 0 141 METAL BEAM GUARD RAILING LF 19.0000 267,900.00 0.000 0 142 SINGLE THRIE BEAM BARRIER LF 25.0000 126,000.00 2,414.000 60,350 143 DOUBLE THRIE BEAM BARRIER LF 36.0000 932,400.00 25.000 900.00 22,766.100 819,579 144 CABLE RAILING LF 30.0000 36,690.00 163.000 4,890 (F) 145 TRANSITION RAILING (TYPE WB) EA 3,600.0000 86,400.00 0.000 0 146 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 2,875.00 0.000 0 147 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 7,650.00 0.000 0 148 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 29,750.00 0.000 0 149 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 70.0000 1,239,000.00 930.000 65,100.00 17,602.790 1,232,195 150 CONCRETE BARRIER (TYPE 60C) LF 120.0000 366,000.00 4,449.000 533,880 151 CONCRETE BARRIER (TYPE 732R) LF 90.0000 327,600.00 1,956.000 176,040 (F) 152 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 55,400.00 0.000 0 153 THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 78,000.00 0.000 0 (SPRAYABLE) 154 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,670.00 0.000 0 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 24,400.00 0.000 0 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.120 2,400.00 0.520 10,400 158 MODIFY RAMP METERING AND VEHICLE LS 18,000.0000 18,000.00 0.300 5,400 DETECTION STATION (LOCATION 1) 159 MODIFY RAMP METERING AND VEHICLE LS 25,000.0000 25,000.00 0.040 1,000.00 0.440 11,000 DETECTION STATION (LOCATION 2) 160 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 0.060 600.00 0.410 4,100 DETECTION STATION (LOCATION 3) 161 MODIFY RAMP METERING AND VEHICLE LS 7,500.0000 7,500.00 0.420 3,150 DETECTION STATION (LOCATION 4) 162 MODIFY RAMP METERING AND VEHICLE LS 25,000.0000 25,000.00 0.400 10,000 DETECTION STATION (LOCATION 5) 163 MODIFY RAMP METERING AND VEHICLE LS 26,000.0000 26,000.00 0.350 9,100 DETECTION STATION (LOCATION 6) 164 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.350 7,000 DETECTION STATION (LOCATION 7) 165 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 0.400 8,000 DETECTION STATION (LOCATION 8) 166 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.350 7,000 DETECTION STATION (LOCATION 9) 167 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 0.370 3,700 DETECTION STATION (LOCATION 10) 168 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.300 6,000 DETECTION STATION (LOCATION 11) 169 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.550 99,000 (LOCATION 1) 170 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.530 95,400 (LOCATION 2) 171 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.500 57,500.00 1.000 115,000 PROGRAM CAS145 PAGE 8 DATE 02/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:28 PM ESTIMATE NO. 11 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,583,698.48 42,658,592.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 50,305.32 292,856.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,634,003.80 42,951,448.96 172 MOBILIZATION LS 7,700,903.9600 7,700,903.96 1.000 7,700,903 ORIGINAL CONTRACT AMOUNT 77,335,000.00 TOTAL WORK COMPLETED 4,634,003.80 50,652,352.92 MATERIALS ON HAND ON SITE 58,879.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,849.30 TOTAL 4,634,003.80 50,690,383.52 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 03/22/12 365 03/26/12 05/16/12 05/23/13 175 14 0 0 65% 73% PROGRESS IS SATISFACTORY ALIPANAH, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/13