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 08/20/18 EST. NO. 015 TIME 11:23 AM R.E. NAME: HISHAM ALNATOUR 06-0K4604 --------------------------------------------------------------------------- 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 0069 3,698.09 E.W. @ F.A.(+) 011918 N 0050.1 0075 1,136.78 122817 N 0043.2 0076 782.19 010218 N 0046.1 0077 1,098.37 010218 N 0051.1 0078 1,098.37 010318 N 0052.1 0079 1,183.60 010418 N 0053.1 0080 1,098.37 010518 N 0054.1 0081 1,402.32 122717 N 0042.1 0084 385.58 041818 N 0360.0 0085 944.61 060618 N 0365.0 0086 3,420.81 060718 N 0366.0 010 0003 7,992.11 A.C. @ L.S.(+) 081618 N X002 0 0004 4,566.92 081618 N X003 0 013 0038 3,357.91 E.W. @ F.A.(+) 020118 N 0059.1 0040 2,555.09 020618 N 0062.1 0045 1,107.65 021518 N 0230.1 0047 988.30 022018 N 0232.1 0048 360.42 022118 N 0233.1 37,177.49 TOTAL THIS ESTIMATE 576,946.93 TOTAL PREVIOUS ESTIMATE 614,124.42 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 08/20/18 EST. NO. 015 TIME 11:23 AM R.E. NAME: HISHAM ALNATOUR 06-0K4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MOWER NOT TIER 4 -2,000.00 003 NON-TIER 4 -4,000.00 005 TIER4-JARRETT EXATOR -4,000.00 012 TIER4-JARRETT CRANE -6,000.00 012 MISSING CPM -278,107.45 015 -278,107.45 -294,107.45 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -2,000.00 004 REC'D PAYROLL EST.04 2,000.00 007 MISSING PAYROLL -1,000.00 009 REC'D PAYROLL EST.09 1,000.00 013 MISSING PAYROLL -10,000.00 015 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 160 -11,417.29 003 OVERBID ITEM NO. 160 -5,708.65 005 OVERBID ITEM NO. 160 -4,566.92 007 OVERBID ITEM NO. 160 -1,141.73 012 0.00 -22,834.59 TOTAL DEDUCTIONS -288,107.45 -326,942.04 PROGRAM CAS145 PAGE 1 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 LOCATION PROGRESS ESTIMATE 06-KER-46-57.3/57.8 ----------------- 06-KER-99-43.9/44.6 SEMA CONSTRUCTION, INC. IN KERN COUNTY ON SR 46 NEAR WASCO 320 GODDARD WAY SUITE 150 AT SR 46/99 SEPARATION BRIDGE IRVINE CA 92618 FED. AID NO. ACNH-X029(129)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 11,834.5900 11,834.59 0.017 201.19 0.877 10,378 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,330.4100 4,330.41 0.460 1,991 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,024.4400 922,454.20 21.000 63,513.24 157.000 474,837 004 DEVELOP WATER SUPPLY LS 85,754.6500 85,754.65 0.048 4,116.22 0.772 66,202 005 CONSTRUCTION AREA SIGNS LS 41,992.1300 41,992.13 0.014 587.89 0.678 28,470 006 TRAFFIC CONTROL SYSTEM LS 359,338.6600 359,338.66 0.069 24,794.37 0.650 233,570 007 TYPE III BARRICADE EA 68.6100 343.05 0.000 0 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0500 697.00 404.000 828 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5100 10,404.00 31,188.000 15,905 010 CHANNELIZER (SURFACE MOUNTED) EA 97.1300 25,253.80 253.000 24,573 011 TEMPORARY PAVEMENT MARKER EA 3.0700 297.79 508.000 1,559 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,450.7600 15,450.76 0.072 1,112.45 0.521 8,049 013 TEMPORARY RAILING (TYPE K) LF 14.6000 169,360.00 180.000 2,628.00 15,140.000 221,044 014 TEMPORARY CRASH CUSHION MODULE EA 158.3300 33,249.30 231.000 36,574 015 JOB SITE MANAGEMENT LS 71,585.6000 71,585.60 0.072 5,154.16 0.521 37,296 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,616.7200 1,616.72 0.750 1,212 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 766.4800 2,299.44 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.1700 24,820.00 0.000 0 020 TEMPORARY FIBER ROLL LF 2.4900 87,648.00 244.000 607.56 1,644.000 4,093 021 TEMPORARY SILT FENCE LF 2.0600 12,215.80 4,058.000 8,359 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,087.3100 6,087.31 6.000 36,523 PROGRAM CAS145 PAGE 2 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 67,694.9900 67,694.99 0.069 4,670.95 0.515 34,862 024 TEMPORARY CONCRETE WASHOUT LS 7,623.5800 7,623.58 0.210 1,600.95 0.515 3,926 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 469.3700 1,877.48 0.000 0 026 WATER QUALITY MONITORING REPORT EA 469.3700 1,877.48 0.000 0 027 WATER QUALITY ANNUAL REPORT EA 469.3700 1,877.48 0.000 0 028 TEMPORARY FENCE (TYPE ESA) LF 3.2800 14,858.40 3,350.000 10,988 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.7900 9,630.20 1,080.000 1,933 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.2200 10,648.00 35,160.000 7,735 031 NOISE MONITORING LS 5,558.6200 5,558.62 0.170 944.97 0.570 3,168 032 CLEARING AND GRUBBING (LS) LS 149,755.4700 149,755.47 1.000 149,755 033 DUST PALLIATIVE LS 5,714.5800 5,714.58 0.000 0 034 ROADWAY EXCAVATION CY 9.9300 399,186.00 3,800.000 37,734.00 23,401.000 232,371 035 SHOULDER BACKING TON 57.5800 8,061.20 134.000 7,715 036 STRUCTURE EXCAVATION (BRIDGE) CY 20.6700 19,822.53 959.000 19,822 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 16.7500 11,038.25 561.000 9,396 (F) 038 IMPORTED BORROW (CY) CY 9.1700 2,650,130.00 289,000.000 2,650,130 039 ROCK BLANKET SQFT 8.6900 45,448.70 0.000 0 040 8" CORRUGATED HIGH DENSITY LF 81.7600 32,704.00 128.000 10,465 POLYETHYLENE PIPE CONDUIT 041 HYDROMULCH SQFT 0.0200 14,140.00 0.000 0 042 HYDROSEED SQFT 0.0800 56,560.00 0.000 0 043 COMPOST SQFT 0.1500 106,050.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.0200 14,140.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 53.4600 796,554.00 2,195.930 117,394.42 8,338.330 445,767 046 HOT MIX ASPHALT (TYPE A) TON 97.0900 1,582,567.00 6,742.310 654,610 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 137.9700 616,725.90 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2900 64.50 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2900 7,017.60 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2900 245.10 0.000 0 051 PLACE HOT MIX ASPHALT SQYD 67.1100 71,807.70 0.000 0 (MISCELLANEOUS AREA) 052 TACK COAT TON 2,759.3200 24,833.88 7.400 20,418 053 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 4.6200 25,964.40 5,214.000 24,088 054 REMOVE BASE AND SURFACING CY 8.4400 35,701.20 0.000 0 055 FURNISH PILING (CLASS 140) LF 45.4500 96,717.60 2,128.000 96,717 (ALTERNATIVE W) 056 DRIVE PILE (CLASS 140) EA 2,157.7100 92,781.53 43.000 92,781 (ALTERNATIVE W) 057 FURNISH PILING (CLASS 200) LF 50.1500 57,421.75 1,145.000 57,421 (ALTERNATIVE W) 058 DRIVE PILE (CLASS 200) EA 2,157.7100 51,785.04 24.000 51,785 (ALTERNATIVE W) 059 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,106.8200 27,670.50 25.000 27,670 PILE (SIGN FOUNDATION) 060 STRUCTURAL CONCRETE CY 985.8600 108,444.60 255.000 251,394 (F) 061 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.5300 37,117.77 109.000 37,117 (F) 062 STRUCTURAL CONCRETE, BRIDGE CY 789.8500 212,469.65 128.000 101,100 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 777.5600 215,384.12 0.000 0 (F) (POLYMER FIBER) 064 STRUCTURAL CONCRETE, BRIDGE CF 1,859.1700 70,648.46 24.500 45,549.67 38.000 70,648 (F) (ULTRA HIGH PERFORMANCE) 065 BENT CAP WITH COLUMN MOCK-UP EA 30,277.7000 30,277.70 1.000 30,277 066 STRUCTURAL CONCRETE, APPROACH SLAB CY 452.4700 72,395.20 32.000 14,479.04 32.000 14,479 (F) (TYPE N) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,865.8100 11,194.86 9.500 17,725 (F) 068 FURNISH PRECAST CONCRETE BENT CAP EA 149,423.6600 149,423.66 1.000 149,423.66 1.000 149,423 069 FURNISH PRECAST CONCRETE COLUMN EA 42,806.4100 85,612.82 2.000 85,612.82 2.000 85,612 070 FURNISH PRECAST PRESTRESSED WIDE-FLANGE EA 33,305.4700 466,276.58 14.000 466,276.58 14.000 466,276 GIRDER (110'-120') 071 ERECT PRECAST CONCRETE BENT CAP EA 22,346.0500 22,346.05 1.000 22,346.05 1.000 22,346 (F) 072 ERECT PRECAST CONCRETE COLUMN EA 15,908.7500 31,817.50 2.000 31,817.50 2.000 31,817 (F) 073 ERECT PRECAST PRESTRESSED CONCRETE EA 4,638.8100 64,943.34 7.000 32,471.67 7.000 32,471 (F) GIRDER 074 JOINT SEAL (MR 2") LF 116.0300 13,459.48 0.000 0 075 BAR REINFORCING STEEL LB 0.6500 11,180.00 37,000.000 24,050 (F) 076 BAR REINFORCING STEEL (BRIDGE) LB 0.8200 172,962.60 76,551.000 62,771 (F) PROGRAM CAS145 PAGE 4 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HEADED BAR REINFORCEMENT EA 4.6800 1,628.64 0.000 0 (F) 078 STRUCTURAL STEEL (PIPE PIN) LB 5.3200 3,378.20 635.000 3,378 (F) 079 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5800 81,624.00 22,800.000 81,624 (F) 080 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 4,560.00 22,800.000 4,560 (F) 081 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.1100 15,176.70 2,970.000 15,176 (F) WITHOUT WALKWAY) 082 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0400 6,058.80 0.000 0 (F) WITHOUT WALKWAY) 083 BRIDGE REMOVAL LS 123,933.9000 123,933.90 0.000 0 084 CONCRETE BACKFILL (PIPE TRENCH) CY 234.2100 70,263.00 410.320 96,101 085 18" REINFORCED CONCRETE PIPE LF 77.0800 20,040.80 257.000 19,809 086 24" REINFORCED CONCRETE PIPE LF 68.1700 89,302.70 1,143.000 77,918 087 120" REINFORCED CONCRETE PIPE LF 900.6800 342,258.40 379.000 341,357 088 30" CORRUGATED STEEL PIPE (.109" THICK) LF 170.7400 2,219.62 10.000 1,707 089 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 36.9100 41,708.30 0.000 0 (.079" THICK) 090 12" ENTRANCE TAPER EA 1,719.9200 24,078.88 0.000 0 091 12" ANCHOR ASSEMBLY EA 369.9800 5,179.72 0.000 0 092 12" STEEL FLARED END SECTION EA 165.5700 2,317.98 0.000 0 093 30" STEEL FLARED END SECTION EA 506.9300 506.93 0.000 0 094 18" CONCRETE FLARED END SECTION EA 869.5300 3,478.12 0.000 0 095 24" CONCRETE FLARED END SECTION EA 1,028.4100 16,454.56 1.000 1,028 096 INLET DEPRESSION EA 1,404.9500 5,619.80 0.000 0 097 ABANDON CULVERT (LF) LF 14.3500 1,722.00 120.000 1,722 098 REMOVE REINFORCED CONCRETE BOX CULVERT CY 116.4000 9,079.20 78.000 9,079 (CY) 099 SAND BACKFILL CY 89.9800 5,938.68 66.000 5,938 100 SLOPE PAVING (EXPOSED AGGREGATE) CY 1,097.9500 32,938.50 68.250 74,935 101 ROCK SLOPE PROTECTION CY 101.1800 16,188.80 170.000 17,200 (1/4 T, CLASS V, METHOD B) (CY) 102 ROCK SLOPE PROTECTION CY 151.7600 19,728.80 40.000 6,070 (60 LB, CLASS II, METHOD B) (CY) 103 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.6500 8,855.00 370.000 4,680 PROGRAM CAS145 PAGE 5 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 1.9200 2,503.68 1,304.000 2,503 (F) 105 DESTROY WELL EA 5,313.2100 10,626.42 2.000 10,626 106 BUILDING INFORMATION MODEL LS 36,542.0600 36,542.06 1.000 36,542 107 RELOCATE MAILBOX EA 369.4300 369.43 0.000 0 108 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 6.8900 29,075.80 0.000 0 109 CHAIN LINK FENCE (TYPE CL-6) LF 18.9100 70,912.50 1,123.000 21,235 110 CHAIN LINK FENCE (TYPE CL-6, LF 22.9100 11,913.20 0.000 0 EXTENSION ARM) 111 30' METAL GATE EA 5,578.9300 5,578.93 0.000 0 112 24' CHAIN LINK GATE (TYPE CL-6) EA 2,377.0900 2,377.09 0.000 0 113 REMOVE FENCE (TYPE BW) LF 2.1200 18,253.20 8,610.000 18,253 114 REMOVE GATE EA 449.6600 449.66 1.000 449 115 RELOCATE GATE EA 803.2700 803.27 0.000 0 116 REMOVE PAVEMENT MARKER EA 1.0200 826.20 483.000 492 117 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0700 1,964.80 116.000 356 118 REMOVE ROADSIDE SIGN EA 126.6700 6,333.50 43.000 5,446 119 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.4400 11,037.60 210.000 4,292 FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7200 1,358.28 0.000 0 (0.063"-UNFRAMED) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1800 2,203.20 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0300 2,607.80 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 123 FURNISH SINGLE SHEET ALUMINUM SIGN ( SQFT 13.7200 3,704.40 210.000 2,881 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 124 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.1200 8,078.40 210.000 1,285 125 ROADSIDE SIGN - ONE POST EA 316.6700 15,516.83 0.000 0 126 ROADSIDE SIGN - TWO POST EA 554.1700 3,879.19 0.000 0 127 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.3400 18,533.40 106.500 3,870 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 69.0100 21,393.10 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 44.7000 17,880.00 0.000 0 130 CABLE RAILING LF 45.5500 5,875.95 144.000 6,559 (F) 131 TRANSITION RAILING (TYPE WB-31) EA 3,872.7000 15,490.80 1.000 3,872 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 728.6600 3,643.30 1.000 728 133 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,431.2700 2,431.27 0.000 0 134 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,507.9100 7,523.73 2.000 5,015 135 CONCRETE BARRIER (TYPE 60F) LF 238.5300 38,164.80 0.000 0 136 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 151.9400 85,086.40 0.000 0 (F) 137 SALVAGE SINGLE THRIE BEAM BARRIER LF 12.4700 8,978.40 699.250 8,719 138 SALVAGE GUARDRAIL LF 9.6100 16,433.10 1,754.700 16,862 139 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 15,336.00 0.000 0 140 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 1,764.60 0.000 0 141 THERMOPLASTIC PAVEMENT MARKING SQFT 4.1000 13,038.00 0.000 0 142 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 188.60 0.000 0 (BROKEN 12-3) 143 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 2,870.40 0.000 0 (BROKEN 36-12) 144 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 414.00 0.000 0 (BROKEN 17-7) 145 REMOVE PAINTED TRAFFIC STRIPE LF 0.5100 12,240.00 13,499.000 6,884 146 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0700 1,043.80 126.000 386 147 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 3,610.80 6,700.000 3,417 148 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0700 162.71 0.000 0 149 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,021.9700 1,021.97 0.250 255 SYSTEM ELEMENTS DURING CONSTRUCTION 150 LIGHTING SYSTEM LS 73,029.9500 73,029.95 0.050 3,651.50 0.210 15,336 151 SIGN ILLUMINATION SYSTEM LS 12,212.5400 12,212.54 0.730 8,915 152 TRAFFIC MONITORING STATION SYSTEM LS 144,787.5500 144,787.55 0.280 40,540.51 0.330 47,779 153 CLOSED CIRCUIT TELEVISION SYSTEM LS 68,231.7900 68,231.79 0.110 7,505.50 0.140 9,552 154 MODIFYING EXISTING ELECTRICAL SYSTEM LS 60,781.6500 60,781.65 0.030 1,823.45 0.360 21,881 155 REMOVING EXISTING ELECTRICAL SYSTEM LS 8,737.8300 8,737.83 0.900 7,864 PROGRAM CAS145 PAGE 7 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 157 DELINEATOR (CLASS 1) EA 63.3300 4,369.77 0.000 0 158 GUARD RAILING DELINEATOR EA 36.9400 997.38 0.000 0 159 OBJECT MARKER EA 100.2800 601.68 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/20/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0K4604 TIME 11:23 AM ESTIMATE NO. 015 BID OPENING 04/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/20/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,166,558.32 8,257,074.62 ADJUSTMENT OF COMPENSATION 12,559.03 381,046.33 EXTRA WORK 24,618.46 233,078.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,203,735.81 8,871,199.04 160 MOBILIZATION LS 1,431,957.6500 1,431,957.65 1.000 1,431,957 ORIGINAL CONTRACT AMOUNT 14,091,230.65 TOTAL WORK COMPLETED 1,203,735.81 10,303,156.69 MATERIALS ON HAND ON SITE -327,173.37 38,226.63 DEDUCTIONS -288,107.45 -326,942.04 TOTAL 588,454.99 10,014,441.28 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 160 MOBILIZATION 1,409,123.06 1,431,957.65 22,834.59 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 05/30/17 305 01/03/18 01/03/18 03/29/19 157 112 0 0 68% 51% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 08/20/18