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 04/22/20 EST. NO. 014 TIME 08:16 AM R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO 12-0C8904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0003 414.39 E.W. @ F.A.(+) 052219 N 0015.1 009 0010 186.49 E.W. @ F.A.(+) 042519 N 0017.1 012 0023 2,320.42 E.W. @ F.A.(+) 041519 N 0003.1 0024 3,668.90 041619 N 0004.1 0026 733.74 050319 N 0009.1 0027 247.11 050719 N 0010.1 7,571.05 TOTAL THIS ESTIMATE 116,611.24 TOTAL PREVIOUS ESTIMATE 124,182.29 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 04/22/20 EST. NO. 014 TIME 08:16 AM R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO 12-0C8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 LOCATION PROGRESS ESTIMATE 12-ORA-5-30.3/34.0 ----------------- OHL USA IN THE CITY OF TUSTIN AND SANTA ANA 1920 MAIN ST STE 310 IRVINE CA 92614 FED. AID NO. CMLN-6212(25) ADD HOV LN, REMOVE CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 30,000.0000 30,000.00 0.750 22,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,700.0000 1,134,000.00 12.000 32,400.00 252.000 680,400 004 CONSTRUCTION AREA SIGNS LS 148,000.0000 148,000.00 0.110 16,280.00 0.840 124,320 005 TRAFFIC CONTROL SYSTEM LS 840,000.0000 840,000.00 0.030 25,200.00 0.606 509,040 006 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 17,160.00 59.000 1,947.00 318.000 10,494 007 PORTABLE DELINEATOR EA 49.0000 2,058.00 42.000 2,058 008 TEMPORARY SIGNAL SYSTEM LS 28,889.8400 28,889.84 1.000 28,889 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 22,000.0000 22,000.00 0.030 660.00 0.606 13,332 010 TEMPORARY RAILING (TYPE K) LF 15.0000 982,500.00 11,705.000 175,575.00 52,105.000 781,575 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,900.0000 113,100.00 7.000 27,300.00 29.000 113,100 012 TEMPORARY TRAFFIC SCREEN LF 4.2500 94,775.00 8,556.000 36,363 013 JOB SITE MANAGEMENT LS 90,000.0000 90,000.00 0.030 2,700.00 0.606 54,540 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,500.0000 5,500.00 1.000 5,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 5.000 2,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 730.0000 8,760.00 2.000 1,460.00 4.000 2,920 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 1.1300 3,785.50 3,350.000 3,785 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 24.3300 3,406.20 34.000 827.22 140.000 3,406 020 TEMPORARY DRAINAGE INLET PROTECTION EA 275.6200 41,343.00 15.000 4,134.30 150.000 41,343 021 TEMPORARY FIBER ROLL LF 4.8000 22,128.00 925.000 4,440.00 4,610.000 22,128 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,589.9300 46,129.51 1.000 6,589.93 7.000 46,129 PROGRAM CAS145 PAGE 2 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 140,000.0000 140,000.00 0.030 4,200.00 0.606 84,840 024 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.030 2,100.00 0.606 42,420 025 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000 026 TREATED WOOD WASTE LB 1.0300 9,434.80 4,880.000 5,026 027 REMOVE CONCRETE (CY) CY 450.0000 4,500.00 6.690 3,010.50 7.090 3,190 028 CLEARING AND GRUBBING (LS) LS 70,000.0000 70,000.00 1.000 70,000 029 DUST PALLIATIVE LS 2,300.0000 2,300.00 0.030 69.00 0.606 1,393 030 ROADWAY EXCAVATION CY 38.6100 1,200,771.00 25,429.000 981,813 031 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 450,010.00 8,182.000 450,010 (F) 032 STRUCTURE EXCAVATION (GROUND ANCHOR CY 70.0000 6,580.00 87.000 6,090 (F) WALL) 033 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 231,000.00 4,620.000 231,000 (F) 034 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 340.0000 3,740.00 11.000 3,740 (F) 035 PERVIOUS BACKFILL MATERIAL (RETAINING CY 80.0000 27,360.00 342.000 27,360 (F) WALL) 036 DITCH EXCAVATION CY 60.0000 5,460.00 55.800 3,348 037 EMBANKMENT CY 10.0000 50.00 5.000 50 038 PRUNE EXISTING PLANTS LS 4,985.2000 4,985.20 1.000 4,985 039 WEED GERMINATION SQYD 0.5200 4,721.60 4,448.000 2,312.96 4,448.000 2,312 040 CULTIVATION SQYD 1.9600 1,940.40 135.000 264.60 495.000 970 041 SOIL AMENDMENT CY 35.8400 3,942.40 9.700 347 042 PACKET FERTILIZER EA 0.3200 1,203.20 0.000 0 043 PLANT (GROUP F) EA 0.7400 9,990.00 0.000 0 044 PLANT (GROUP K) EA 370.8000 13,719.60 0.000 0 045 PLANT (GROUP A) EA 7.8800 21,827.60 0.000 0 046 PLANT (GROUP B) EA 42.8500 5,142.00 0.000 0 047 SOD SQYD 23.4800 8,687.60 360.000 8,452 048 MAINTAIN EXISTING PLANTED AREAS LS 41,097.0000 41,097.00 0.030 1,232.91 0.606 24,904 049 PLANT ESTABLISHMENT WORK LS 29,561.0000 29,561.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 55.5200 37,753.60 0.000 0 051 CHECK AND TEST EXISTING IRRIGATION LS 9,002.2000 9,002.20 1.000 9,002 FACILITIES 052 OPERATE EXISTING IRRIGATION FACILITIES LS 21,939.0000 21,939.00 0.030 658.17 0.606 13,295 053 REMOVE IRRIGATION FACILITY LS 2,760.4000 2,760.40 1.000 2,760 054 CONTROL AND NEUTRAL CONDUCTORS LS 17,510.0000 17,510.00 0.900 15,759 (ARMOR-CLAD) 055 1" REMOTE CONTROL VALVE EA 484.1000 2,420.50 5.000 2,420.50 5.000 2,420 056 1 1/2" REMOTE CONTROL VALVE EA 576.8000 5,768.00 9.000 5,191.20 9.000 5,191 057 TREE WELL SPRINKLER ASSEMBLY EA 29.2500 4,387.50 144.000 4,212.00 144.000 4,212 058 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 55.2100 5,134.53 93.000 5,134.53 93.000 5,134 059 RISER SPRINKLER ASSEMBLY EA 44.8100 2,106.07 47.000 2,106.07 47.000 2,106 060 3" GATE VALVE EA 1,236.0000 2,472.00 2.000 2,472 061 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2200 16,036.00 360.000 1,519.20 3,800.000 16,036 (F) LINE) 062 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4800 7,996.80 90.000 403.20 1,785.000 7,996 (F) (SUPPLY LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.4800 2,150.40 480.000 2,150 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (SCHEDULE 40) LF 4.9400 6,767.80 350.000 1,729.00 1,370.000 6,767 (F) (SUPPLY LINE) 065 3" PLASTIC PIPE (CLASS 315) LF 8.2900 18,818.30 70.000 580.30 2,270.000 18,818 (F) (SUPPLY LINE) 066 BALL VALVE EA 1,297.8000 3,893.40 3.000 3,893.40 3.000 3,893 067 12" CORRUGATED HIGH DENSITY LF 75.2900 9,787.70 130.000 9,787 POLYETHYLENE PIPE CONDUIT 068 10" CORRUGATED STEEL PIPE CONDUIT LF 97.7500 2,932.50 22.500 2,199 (.064" THICK) 069 CLASS 2 AGGREGATE SUBBASE CY 40.0000 260,400.00 3,598.170 143,926 070 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 92,800.00 2,080.000 83,200 071 ASPHALT TREATED PERMEABLE BASE CY 167.8900 522,137.90 2,067.710 347,147 072 HOT MIX ASPHALT (TYPE A) TON 93.7300 682,354.40 4,462.790 418,297 073 HOT MIX ASPHALT-OPEN GRADED TON 121.5400 106,955.20 0.000 0 (OPEN GRADED FRICTION COURSE) 074 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.3800 10,950.00 2,001.000 8,764 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6400 250.56 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE C MOD) LF 8.6500 1,730.00 356.000 3,079 PROGRAM CAS145 PAGE 4 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE D MOD) LF 8.6500 5,622.50 749.000 6,478 078 PLACE HOT MIX ASPHALT DIKE (TYPE F MOD) LF 8.6500 216.25 0.000 0 079 PLACE HOT MIX ASPHALT SQYD 8.1400 138.38 0.000 0 (MISCELLANEOUS AREA) 080 TACK COAT TON 927.0000 7,416.00 1.420 1,316 081 REMOVE ASPHALT CONCRETE DIKE LF 13.5600 3,661.20 0.000 0 082 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 45,500.00 0.000 0 083 JOINTED PLAIN CONCRETE PAVEMENT CY 320.0000 3,488,000.00 1,971.000 630,720.00 6,431.170 2,057,974 084 JOINTED PLAIN CONCRETE PAVEMENT CY 775.0000 147,250.00 75.830 58,768 (RSC) 085 DRILL AND BOND (DOWEL BAR) EA 17.0000 131,920.00 40.000 680.00 602.000 10,234 086 REMOVE CONCRETE PAVEMENT (CY) CY 55.5800 489,104.00 1,643.000 91,317.94 6,242.500 346,958 087 GROOVE EXISTING CONCRETE PAVEMENT SQYD 6.0600 339,966.00 0.000 0 088 GRIND EXISTING CONCRETE SQYD 6.0200 337,722.00 31,938.000 192,266 PAVEMENT 089 GROUND ANCHOR (SUBHORIZONTAL) EA 4,119.6100 148,305.96 33.000 135,947 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 809.8100 161,962.00 75.000 60,735 PILE (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 64,000.00 20.000 32,000.00 40.000 64,000 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL CY 508.0000 1,145,540.00 2,255.000 1,145,540 (F) 093 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,122.0000 225,522.00 15.300 17,166.60 123.560 138,634 (F) 094 MINOR CONCRETE CY 1,300.0000 2,600.00 0.000 0 (F) 095 MINOR CONCRETE (BACKFILL) CY 150.0000 23,250.00 179.810 26,971 (F) 096 FRACTURED RIB TEXTURE SQFT 9.2500 122,849.25 13,035.000 120,573 (F) 097 DRILL AND BOND DOWEL LF 35.0000 16,205.00 463.000 16,205 098 CLEAN EXPANSION JOINT LF 6.0000 942.00 157.000 942 099 JOINT SEAL ASSEMBLY (MR 3") LF 5,000.0000 5,000.00 0.000 0 100 BAR REINFORCING STEEL (BRIDGE) LB 1.0900 15,378.81 14,109.000 15,378 (F) 101 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1300 258,635.53 228,891.000 258,646 (F) 102 STRUCTURAL SHOTCRETE CY 870.7800 55,729.92 60.000 52,246 (F) 103 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2300 633,370.59 46,256.000 195,662 (F) PROGRAM CAS145 PAGE 5 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 38,930.58 46,256.000 12,026 (F) 105 REMOVE SIGN STRUCTURE (EA) EA 1,130.6300 5,653.15 5.000 5,653 106 REMOVE BRIDGE MOUNTED SIGN EA 1,130.6300 1,130.63 1.000 1,130 107 REMOVE RETAINING WALL (LF) LF 148.3100 131,995.90 890.000 131,995 108 REFINISH BRIDGE DECK SQFT 11.0000 33,231.00 0.000 0 109 BRIDGE REMOVAL LS 600,000.0000 600,000.00 1.000 600,000 110 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 0.330 4,950 111 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,000.0000 7,000.00 0.500 3,500.00 0.500 3,500 112 18" ALTERNATIVE PIPE CULVERT LF 53.0000 139,390.00 2,318.800 122,896 113 24" ALTERNATIVE PIPE CULVERT LF 53.0000 159,530.00 2,233.600 118,380 114 30" ALTERNATIVE PIPE CULVERT LF 105.0000 10,290.00 0.000 0 115 18" SLOTTED CORRUGATED STEEL PIPE LF 143.4900 113,357.10 528.800 75,877 (.079" THICK) 116 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 60.0000 900.00 15.000 900 117 3" PLASTIC PIPE (EDGE DRAIN) LF 25.0000 146,000.00 4,572.000 114,300 118 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 69.1600 15,906.80 160.000 11,065 119 GRATED LINE DRAIN LF 521.6000 11,475.20 22.000 11,475 120 ABANDON CULVERT (LF) LF 8.2500 19,222.50 1,961.000 16,178 121 ABANDON DECK DRAIN EA 580.7600 15,680.52 12.000 6,969 122 ABANDON INLET EA 616.6800 9,866.88 13.000 8,016 123 REMOVE PIPE (LF) LF 25.2400 78,748.80 491.000 12,392.84 2,134.000 53,862 124 REMOVE INLET EA 684.1000 82,092.00 24.000 16,418.40 90.000 61,569 125 ADJUST INLET EA 2,323.4500 13,940.70 2.000 4,646 126 CAP INLET EA 1,878.5800 18,785.80 4.000 7,514 127 SAND BACKFILL CY 132.8600 41,186.60 266.800 35,447 128 REMOVE SLOPE PAVING (SQYD) SQYD 43.1200 7,071.68 205.000 8,839 129 ROCK SLOPE PROTECTION CY 171.7200 5,495.04 20.000 3,434 (F) (FACING, METHOD B) (CY) 130 SLOPE PAVING (CONCRETE) CY 1,080.9100 17,294.56 16.000 17,294 PROGRAM CAS145 PAGE 6 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 9.9200 833.28 50.900 504 132 MINOR CONCRETE (GUTTER) (LF) LF 38.5400 25,051.00 650.000 25,051 133 DETECTABLE WARNING SURFACE SQFT 42.8200 642.30 0.000 0 134 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 802.8200 10,436.66 0.000 0 AND DRIVEWAY) 135 MINOR CONCRETE (TEXTURED PAVING) CY 856.3400 38,535.30 23.150 19,824 136 REMOVE CONCRETE CY 411.1800 4,522.98 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 137 MISCELLANEOUS IRON AND STEEL LB 2.1100 109,323.32 31,916.000 67,342 (F) 138 MISCELLANEOUS METAL (BRIDGE) LB 15.7200 3,065.40 0.000 0 (F) 139 PAINT CURB (2-COAT) SQFT 2.1300 489.90 0.000 0 140 TEMPORARY FENCE LF 37.4100 2,244.60 75.000 2,805 141 REMOVE PAVEMENT MARKER EA 1.1400 15,276.00 2,639.000 3,008.46 6,632.000 7,560 142 REMOVE DELINEATOR EA 14.4800 1,086.00 42.000 608 143 DELINEATOR (CLASS 1) EA 120.1900 2,283.61 0.000 0 144 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1300 16,060.20 704.000 1,499.52 1,734.000 3,693 145 MILEPOST MARKER EA 96.9600 2,230.08 0.000 0 146 REMOVE ROADSIDE SIGN EA 145.3600 6,105.12 34.000 4,942 147 REMOVE ROADSIDE SIGN PANEL EA 87.2100 436.05 0.000 0 148 REMOVE SIGN PANEL EA 755.4700 12,087.52 15.000 11,332 149 RELOCATE ROADSIDE SIGN EA 581.4200 1,162.84 0.000 0 150 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.6400 22,822.80 429.900 12,742 151 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.5300 118,379.00 2,869.800 79,005 FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1900 3,657.00 0.000 0 (0.063"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.4900 3,036.80 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1500 548.10 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2500 845.00 0.000 0 (0.063"-FRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5500 2,303.50 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 7 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2600 456.32 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 158 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7100 18,067.70 2,869.800 10,646 159 METAL (BARRIER MOUNTED SIGN) LB 14.6600 22,283.20 0.000 0 160 ROADSIDE SIGN - ONE POST EA 456.2800 1,368.84 0.000 0 161 ROADSIDE SIGN - TWO POST EA 684.4200 2,737.68 0.000 0 162 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 171.1000 4,448.60 0.000 0 METHOD) 163 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.2900 16,610.60 3,133.100 16,574 164 INSTALL ROADSIDE SIGN PANEL ON EA 228.1400 912.56 0.000 0 EXISTING POST 165 INSTALL ROADSIDE SIGN ON BRIDGE COLUMN EA 228.1400 684.42 0.000 0 166 MIDWEST GUARDRAIL SYSTEM LF 29.8800 15,537.60 425.000 12,699 167 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.4000 23,072.00 106.740 8,795.38 106.740 8,795 168 CHAIN LINK RAILING (TYPE 7) LF 118.4900 20,261.79 0.000 0 (F) 169 CABLE RAILING LF 25.7600 24,652.32 957.000 24,652 (F) 170 TRANSITION RAILING (TYPE WB-31) EA 4,121.2600 12,363.78 2.000 8,242 171 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0100 850.01 1.000 850 172 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,327.3300 8,654.66 2.000 8,654 173 ALTERNATIVE CRASH CUSHION EA 41,006.5700 164,026.28 2.000 82,013.14 2.000 82,013 174 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 175 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 176 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 177 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 178 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 179 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 180 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 181 CONCRETE BARRIER (TYPE 732SW) LF 477.3900 67,311.99 0.000 0 (F) 182 CONCRETE BARRIER (TYPE 736A) LF 84.4100 78,501.30 651.000 54,950.91 930.000 78,501 (F) PROGRAM CAS145 PAGE 8 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 CONCRETE BARRIER (TYPE 60R) LF 277.6300 55,526.00 100.000 27,763.00 100.000 27,763 184 CONCRETE BARRIER (TYPE 60SD) LF 316.2200 29,408.46 93.000 29,408 185 REMOVE GUARDRAIL LF 10.4500 8,151.00 778.000 8,130 186 REMOVE CONCRETE BARRIER LF 18.3200 393,880.00 3,960.000 72,547.20 14,763.000 270,458 187 REMOVE CRASH CUSHION EA 1,358.7600 4,076.28 2.000 2,717.52 4.000 5,435 188 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5200 32,408.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 189 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 1,113.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 190 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 57,770.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 191 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2700 40,500.00 43,960.000 11,869.20 107,343.000 28,982 192 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.8600 2,734.20 469.500 873.27 1,461.000 2,717 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 41,055.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 194 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 31,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 195 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 7,245.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 10,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 197 REMOVE PAINTED TRAFFIC STRIPE LF 0.2100 22,260.00 68,532.000 14,391.72 87,579.000 18,391 198 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5500 1,643.00 665.500 1,031.53 1,455.000 2,255 199 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 40,300.00 3,396.000 882.96 60,751.000 15,795 200 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8100 5,484.30 812.000 1,469.72 2,928.000 5,299 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,219,604.0800 1,219,604.08 0.090 109,764.37 0.690 841,526 203 REMOVING EXISTING ELECTRICAL SYSTEM LS 27,547.5300 27,547.53 0.590 16,253 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 35.0000 16,800.00 117.000 4,095.00 171.220 5,992 206 CONCRETE BARRIER (TYPE 60MC) LF 203.7800 57,058.40 280.000 57,058 207 CONCRETE BARRIER (TYPE 60MD) LF 57.3100 90,549.80 300.000 17,193.00 950.000 54,444 PROGRAM CAS145 PAGE 9 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 208 CONCRETE BARRIER (TYPE 60MG) LF 96.9800 149,349.20 487.000 47,229.26 487.000 47,229 209 CONCRETE BARRIER (TYPE 60MGC) LF 168.7000 499,352.00 994.000 167,687.80 994.000 167,687 210 CONCRETE BARRIER (TYPE 60MGF) LF 270.1100 567,231.00 1,203.000 324,942.33 1,203.000 324,942 211 CONCRETE BARRIER (TYPE 60MS) LF 155.3900 1,553.90 0.000 0 212 CONCRETE BARRIER (TYPE 60MSF) LF 256.3600 16,150.68 0.000 0 213 CONCRETE BARRIER (TYPE 60M MOD) LF 130.7100 32,677.50 250.000 32,677 PROGRAM CAS145 PAGE 10 DATE 04/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 08:16 AM ESTIMATE NO. 014 BID OPENING 10/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 04/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,099,472.06 14,396,395.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,571.05 124,182.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,107,043.11 14,520,577.46 214 MOBILIZATION LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 ORIGINAL CONTRACT AMOUNT 23,964,700.78 TOTAL WORK COMPLETED 2,107,043.11 16,620,577.46 MATERIALS ON HAND ON SITE -190,198.20 584,501.56 DEDUCTIONS 0.00 0.00 TOTAL 1,916,844.91 17,205,079.02 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 12/27/18 420 02/20/19 02/20/19 12/18/20 252 38 0 0 68% 60% PROGRESS IS SATISFACTORY RAVANIPOUR MOHAMMAD/CBLANCO RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/20