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 02/24/20 EST. NO. 012 TIME 01:12 PM 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 --------------------------------------------------------------------------- 006 0001 14,865.38 E.W. @ L.S.(+) 020720 N 1 0 014 0002 3,487.09 E.W. @ F.A.(+) 061719 N 0075.0 0003 4,708.95 061819 N 0076.0 0004 2,224.32 061919 N 0077.0 0005 1,442.43 062019 N 0078.0 0006 3,522.36 062419 N 0079.0 0007 6,366.70 062519 N 0080.0 0008 6,535.01 062619 N 0081.0 0009 2,682.12 062819 N 0083.0 0011 2,488.11 070819 N 0087.0 0012 2,488.11 070919 N 0088.0 0013 4,262.44 071019 N 0089.0 0014 1,588.95 071119 N 0090.0 0015 3,037.68 071519 N 0091.0 0016 3,187.70 071519 N 0092.0 0017 2,437.19 071619 N 0093.0 0019 1,128.90 071919 N 0095.0 0020 1,457.36 072319 N 0096.0 0022 1,161.28 072519 N 0098.0 0023 1,843.51 081219 N 0099.0 0024 1,154.30 081219 N 0100.0 0025 2,790.44 081319 N 0101.0 0026 339.07 081419 N 0102.0 0027 2,373.38 081519 N 0103.0 0028 1,666.12 081619 N 0104.0 0029 339.66 081619 N 0105.0 0030 589.22 082219 N 0106.0 0032 1,080.07 082919 N 0116.0 0033 6,810.11 062719 N 0082.0 0034 6,670.01 070119 N 0084.0 0035 9,819.46 070219 N 0085.0 0036 257.72 082719 N 0108.0 0037 647.19 082819 N 0109.0 0040 1,773.18 091819 N 0124.0 0041 403.21 091919 N 0125.0 0042 417.56 092419 N 0127.0 108,046.29 TOTAL THIS ESTIMATE 8,564.95 TOTAL PREVIOUS ESTIMATE 116,611.24 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 02/24/20 EST. NO. 012 TIME 01:12 PM 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 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 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 0.500 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,700.0000 1,134,000.00 19.000 51,300.00 227.000 612,900 004 CONSTRUCTION AREA SIGNS LS 148,000.0000 148,000.00 0.730 108,040 005 TRAFFIC CONTROL SYSTEM LS 840,000.0000 840,000.00 0.040 33,600.00 0.546 458,640 006 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 17,160.00 13.000 429.00 252.000 8,316 007 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 0.040 880.00 0.546 12,012 010 TEMPORARY RAILING (TYPE K) LF 15.0000 982,500.00 1,960.000 29,400.00 40,400.000 606,000 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,900.0000 113,100.00 2.000 7,800.00 22.000 85,800 012 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 0.040 3,600.00 0.546 49,140 014 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 1.000 500.00 5.000 2,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 730.0000 8,760.00 2.000 1,460 017 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 10.000 243.30 106.000 2,578 020 TEMPORARY DRAINAGE INLET PROTECTION EA 275.6200 41,343.00 4.000 1,102.48 135.000 37,208 021 TEMPORARY FIBER ROLL LF 4.8000 22,128.00 680.000 3,264.00 3,685.000 17,688 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,589.9300 46,129.51 6.000 39,539 PROGRAM CAS145 PAGE 2 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.040 5,600.00 0.546 76,440 024 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.040 2,800.00 0.546 38,220 025 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 0.400 180 028 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 0.040 92.00 0.546 1,255 030 ROADWAY EXCAVATION CY 38.6100 1,200,771.00 752.000 29,034.72 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 1,500.000 75,000.00 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 27,360.00 247.000 19,760.00 342.000 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 0.000 0 040 CULTIVATION SQYD 1.9600 1,940.40 360.000 705 041 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 0.040 1,643.88 0.546 22,438 049 PLANT ESTABLISHMENT WORK LS 29,561.0000 29,561.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.040 877.56 0.546 11,978 053 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 0.000 0 (ARMOR-CLAD) 055 1" REMOTE CONTROL VALVE EA 484.1000 2,420.50 0.000 0 056 1 1/2" REMOTE CONTROL VALVE EA 576.8000 5,768.00 0.000 0 057 TREE WELL SPRINKLER ASSEMBLY EA 29.2500 4,387.50 0.000 0 058 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 55.2100 5,134.53 0.000 0 059 RISER SPRINKLER ASSEMBLY EA 44.8100 2,106.07 0.000 0 060 3" GATE VALVE EA 1,236.0000 2,472.00 0.000 0 061 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2200 16,036.00 0.000 0 (F) LINE) 062 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4800 7,996.80 0.000 0 (F) (SUPPLY LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.4800 2,150.40 0.000 0 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (SCHEDULE 40) LF 4.9400 6,767.80 0.000 0 (F) (SUPPLY LINE) 065 3" PLASTIC PIPE (CLASS 315) LF 8.2900 18,818.30 0.000 0 (F) (SUPPLY LINE) 066 BALL VALVE EA 1,297.8000 3,893.40 0.000 0 067 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 3.000 293 (.064" THICK) 069 CLASS 2 AGGREGATE SUBBASE CY 40.0000 260,400.00 1,191.000 47,640.00 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 522,137.90 127.000 21,322.03 555.710 93,298 072 HOT MIX ASPHALT (TYPE A) TON 93.7300 682,354.40 1,448.090 135,729 073 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 0.000 0 075 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 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 0.000 0 081 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 3,488,000.00 434.000 138,880.00 2,054.170 657,334 084 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 0.000 0 086 REMOVE CONCRETE PAVEMENT (CY) CY 55.5800 489,104.00 4,599.500 255,640 087 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 25.000 20,245 PILE (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 64,000.00 20.000 32,000 (F) 092 STRUCTURAL CONCRETE, RETAINING WALL CY 508.0000 1,145,540.00 43.000 21,844.00 2,255.000 1,145,540 (F) 093 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,122.0000 225,522.00 25.710 28,846.62 108.260 121,467 (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 122,849.25 577.000 5,337.25 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 22,176.000 93,804.48 22,176.000 93,804 (F) PROGRAM CAS145 PAGE 5 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,176.000 5,765.76 22,176.000 5,765 (F) 105 REMOVE SIGN STRUCTURE (EA) EA 1,130.6300 5,653.15 1.000 1,130.63 4.000 4,522 106 REMOVE BRIDGE MOUNTED SIGN EA 1,130.6300 1,130.63 0.000 0 107 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 4,950.00 0.330 4,950 111 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,000.0000 7,000.00 -0.500 -3,500.00 0.000 0 112 18" ALTERNATIVE PIPE CULVERT LF 53.0000 139,390.00 166.700 8,835.10 2,318.800 122,896 113 24" ALTERNATIVE PIPE CULVERT LF 53.0000 159,530.00 65.700 3,482.10 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 113,357.10 113.300 16,257.42 528.800 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 146,000.00 750.000 18,750.00 4,572.000 114,300 118 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 69.1600 15,906.80 31.000 2,143.96 160.000 11,065 119 GRATED LINE DRAIN LF 521.6000 11,475.20 22.000 11,475 120 ABANDON CULVERT (LF) LF 8.2500 19,222.50 135.000 1,113.75 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 7.000 4,316.76 13.000 8,016 123 REMOVE PIPE (LF) LF 25.2400 78,748.80 822.000 20,747.28 1,643.000 41,469 124 REMOVE INLET EA 684.1000 82,092.00 23.000 15,734.30 66.000 45,150 125 ADJUST INLET EA 2,323.4500 13,940.70 2.000 4,646.90 2.000 4,646 126 CAP INLET EA 1,878.5800 18,785.80 2.000 3,757.16 4.000 7,514 127 SAND BACKFILL CY 132.8600 41,186.60 192.200 25,535.69 266.800 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 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,492.000 9,478.12 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 3,993.000 4,552 142 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 1,030.000 2,193 145 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 22,822.80 166.600 4,938.02 429.900 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 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 167 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.4000 23,072.00 0.000 0 168 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 0.000 0 171 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0100 850.01 0.000 0 172 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,327.3300 8,654.66 0.000 0 173 ALTERNATIVE CRASH CUSHION EA 41,006.5700 164,026.28 0.000 0 174 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 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 184 CONCRETE BARRIER (TYPE 60SD) LF 316.2200 29,408.46 46.500 14,704.23 93.000 29,408 185 REMOVE GUARDRAIL LF 10.4500 8,151.00 352.000 3,678.40 778.000 8,130 186 REMOVE CONCRETE BARRIER LF 18.3200 393,880.00 10,803.000 197,910 187 REMOVE CRASH CUSHION EA 1,358.7600 4,076.28 2.000 2,717 188 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 63,383.000 17,113 192 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.8600 2,734.20 991.500 1,844 193 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 19,047.000 3,999 198 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5500 1,643.00 789.500 1,223 199 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 40,300.00 57,355.000 14,912 200 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8100 5,484.30 2,116.000 3,829 201 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 0.120 146,352.49 0.440 536,625 203 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 54.220 1,897.70 54.220 1,897 206 CONCRETE BARRIER (TYPE 60MC) LF 203.7800 57,058.40 280.000 57,058.40 280.000 57,058 207 CONCRETE BARRIER (TYPE 60MD) LF 57.3100 90,549.80 455.000 26,076.05 650.000 37,251 PROGRAM CAS145 PAGE 9 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 209 CONCRETE BARRIER (TYPE 60MGC) LF 168.7000 499,352.00 0.000 0 210 CONCRETE BARRIER (TYPE 60MGF) LF 270.1100 567,231.00 0.000 0 211 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 32,677.50 127.500 16,665.53 250.000 32,677 PROGRAM CAS145 PAGE 10 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C8904 TIME 01:12 PM ESTIMATE NO. 012 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 02/20/20 R.E. NAME: RAVANIPOUR MOHAMMAD/CBLANCO DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,039,117.07 10,414,062.64 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 108,046.29 116,611.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,147,163.36 10,530,673.88 214 MOBILIZATION LS 2,100,000.0000 2,100,000.00 0.950 1,995,000 ORIGINAL CONTRACT AMOUNT 23,964,700.78 TOTAL WORK COMPLETED 1,147,163.36 12,525,673.88 MATERIALS ON HAND ON SITE -158,030.85 786,157.72 DEDUCTIONS 0.00 0.00 TOTAL 989,132.51 13,311,831.60 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 11/23/20 227 22 0 0 51% 54% PROGRESS IS SATISFACTORY RAVANIPOUR MOHAMMAD/CBLANCO RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/20