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 04/21/20 EST. NO. 021 TIME 02:13 PM R.E. NAME: NGO, HUNG 04-3G6034 --------------------------------------------------------------------------- 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 0053 13,773.50 E.W. @ F.A.(+) 041118 N 0007.1 0054 1,265.00 111218 N 0172.0 0055 775.25 101819 N 0177.0 0056 1,853.17 101218 N 673354 002 0040 2,649.43 E.W. @ F.A.(+) 051419 N 0123.1 004 0011 153.91 E.W. @ F.A.(+) 090618 N 673350 007 0005 6,405.24 E.W. @ F.A.(+) 090818 N 673351 0006 4,321.15 090818 N 673352 009 0004 196.64 A.C. @ U.P.(+) 063019 N 1009 0 017 0008 11,000.00 E.W. @ F.A.(+) 011620 N 0170.0 0013 442.40 072718 N 0173.1 0014 1,019.33 111418 N 0174.1 0015 1,048.16 111518 N 0175.1 0016 1,082.14 111418 N 0176.1 019 0006 2,395.31 E.W. @ F.A.(+) 072219 N 0171.1 022 0002 1,448.46 E.W. @ F.A.(+) 101819 N 0163.0 0003 2,727.99 103019 N 0164.0 0004 448.24 103019 N 0165.0 0005 363.10 112219 N 0166.0 0006 1,133.10 120619 N 0167.0 0007 1,394.54 112219 N 0168.0 0008 3,625.29 101719 N 0169.0 023 0001 113,592.74 E.W. @ L.S.(+) 041720 N 0001 0 173,114.09 TOTAL THIS ESTIMATE 616,561.39 TOTAL PREVIOUS ESTIMATE 789,675.48 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 04/21/20 EST. NO. 021 TIME 02:13 PM R.E. NAME: NGO, HUNG 04-3G6034 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 LOCATION RERUN SEMI-FINAL ESTIMATE 04-ALA-680-0.0/4.0 ------------------------- BAY CITIES PAVING & GRADING, IN FREMONT, FROM SOUTH OF SCOTT INC. CREEK ROAD TO AUTO MALL PARKWAY 1450 CIVIC CT #400 BLDG B CONCORD CA 94520 FED. AID NO. ACIM- 680-1(81)E REHABILITATE ROADWAY AND INSTALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,990.0000 3,990.00 1.000 3,990 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 003 TIME-RELATED OVERHEAD (LS) LS 389,928.0000 389,928.00 1.000 389,928 004 CONSTRUCTION AREA SIGNS LS 8,085.0000 8,085.00 1.000 8,085 005 TRAFFIC CONTROL SYSTEM LS 752,797.5000 752,797.50 1.000 752,797 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.1000 56,070.00 30,525.000 64,102 007 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 378.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 29,390.0000 29,390.00 1.000 29,390 009 TEMPORARY RAILING (TYPE K) LF 16.5000 321,750.00 16,626.000 274,329 010 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,826.0000 180,606.00 23.000 133,998 011 JOB SITE MANAGEMENT LS 37,450.0000 37,450.00 1.000 37,450 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,627.5000 1,627.50 1.000 1,627 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 19,500.00 22.000 11,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 231.0000 6,468.00 15.000 3,465 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 016 TEMPORARY CHECK DAM LF 9.5000 570.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 175.2500 16,824.00 65.000 11,391 018 TEMPORARY FIBER ROLL LF 2.8400 5,680.00 1,560.000 4,430 019 TEMPORARY GRAVEL BAG BERM LF 21.8400 1,747.20 312.000 6,814 020 TEMPORARY REINFORCED SILT FENCE LF 6.9300 31,600.80 2,525.000 17,498 021 TEMPORARY SILT FENCE LF 2.5100 4,894.50 0.000 0 022 STREET SWEEPING LS 12,180.0000 12,180.00 1.000 12,180 PROGRAM CAS145 PAGE 2 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 5,250.0000 5,250.00 1.000 5,250 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.2000 20,118.00 3,494.000 14,674 STRIPE (HAZARDOUS WASTE) 025 TREATED WOOD WASTE LB 0.6400 11,468.80 15,060.000 9,638 026 REMOVE CONCRETE (CY) CY 145.5000 43,650.00 302.200 43,970 027 TEMPORARY HIGH-VISIBILITY FENCE LF 2.3200 13,920.00 3,585.000 8,317 028 CLEARING AND GRUBBING (LS) LS 38,850.0000 38,850.00 1.000 38,850 029 ROADWAY EXCAVATION CY 46.6000 512,600.00 11,157.800 519,953 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 43.2500 102,070.00 2,405.700 104,046 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 77.0000 181,720.00 2,402.100 184,961 (F) 032 PERVIOUS BACKFILL MATERIAL (RETAINING CY 104.7000 12,040.50 115.000 12,040 (F) WALL) 033 IMPORTED BORROW (CY) CY 38.4500 30,760.00 800.000 30,760 034 CLASS 4 AGGREGATE SUBBASE CY 39.7500 176,490.00 4,374.600 173,890 035 CLASS 2 AGGREGATE BASE (CY) CY 48.6500 198,978.50 3,637.050 176,942 036 CLASS 3 AGGREGATE BASE (CY) CY 160.0000 30,400.00 190.000 30,400 037 CEMENT TREATED BASE CY 200.0000 52,000.00 0.000 0 (PLANT-MIXED, CLASS A) (CY) 038 LEAN CONCRETE BASE CY 105.0000 85,050.00 628.000 65,940 039 LEAN CONCRETE BASE RAPID SETTING CY 467.2500 289,695.00 58.000 27,100.50 366.000 171,013 040 REPLACE BASE CY 588.0000 39,396.00 0.000 0 041 CRACK AND SEAT SQYD 1.9000 51,300.00 0.000 0 042 CRACK TREATMENT LNMI 5,670.0000 40,824.00 7.200 40,824 043 REPLACE ASPHALT CONCRETE SURFACING CY 364.8500 229,855.50 710.750 259,317 044 HOT MIX ASPHALT (TYPE A) TON 78.0000 1,638,000.00 21,857.020 1,704,847 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 92.6500 1,519,460.00 23.650 2,191.17 16,608.480 1,538,775 046 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 103.9500 202,702.50 1,921.540 199,744 (OPEN GRADED FRICTION COURSE) 047 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.7100 216,409.00 31,527.850 180,024 (PAVING GRID - CLASS II) 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5800 1,444.80 741.000 1,911 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5800 38,958.00 14,337.000 36,989 PROGRAM CAS145 PAGE 3 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.5800 619.20 261.000 673 051 PLACE HOT MIX ASPHALT SQYD 111.5500 2,007.90 18.000 2,007 (MISCELLANEOUS AREA) 052 TACK COAT TON 1.0000 670.00 140.370 140 053 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.4500 58,310.00 23,800.000 58,310.00 23,800.000 58,310 054 REMOVE ASPHALT CONCRETE DIKE LF 0.3000 4,770.00 15,900.000 4,770 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 424,000.00 106,000.000 424,000 056 PRECAST JOINTED CONCRETE PAVEMENT CY 854.2200 683,376.00 88.000 75,171.36 792.000 676,542 057 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 829.5000 613,830.00 740.000 613,830 058 REMOVE CONCRETE PAVEMENT AND BASE CY 120.1000 133,311.00 138.000 16,573.80 1,157.000 138,955 059 FURNISH PILING (CLASS 90) LF 42.0000 366,366.00 8,723.000 366,366 (ALTERNATIVE W) 060 DRIVE PILE (CLASS 90) EA 1,350.3000 252,506.10 187.000 252,506 (ALTERNATIVE W) 061 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,470.0000 60,270.00 41.000 60,270 PILE (SIGN FOUNDATION) 062 STRUCTURAL CONCRETE, RETAINING WALL CY 761.2500 669,900.00 895.000 681,318 (F) 063 AGGREGATE BASE (APPROACH SLAB) CY 1,050.0000 119,700.00 120.000 126,000 064 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,417.5000 1,589,017.50 1,147.000 1,625,872 (TYPE R) 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,481.3799 87,592.71 35.300 87,592 (F) 066 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 067 PAVING NOTCH EXTENSION CF 509.2500 416,566.50 818.000 416,566 068 FRACTURED RIB TEXTURE SQFT 6.3000 52,290.00 8,300.000 52,290 (F) 069 CLEAN EXPANSION JOINT LF 29.4000 9,790.20 333.000 9,790 070 BONDED JOINT SEAL (MR 1 1/2") LF 93.4500 24,297.00 260.000 24,297 071 JOINT SEAL (MR 1 1/2") LF 94.5000 56,889.00 602.000 56,889 072 BONDED JOINT SEAL (MR 2") LF 105.0000 56,385.00 537.000 56,385 073 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1600 169,360.00 148,589.000 172,363 (F) 074 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6800 73,618.40 20,005.000 73,618 (F) 075 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5300 10,602.65 20,005.000 10,602 (F) 076 REMOVE SIGN STRUCTURE (EA) EA 1,575.0000 1,575.00 1.000 1,575 PROGRAM CAS145 PAGE 4 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 125.6500 35,182.00 280.000 35,182 078 24" ALTERNATIVE PIPE CULVERT LF 220.7500 3,311.25 15.000 3,311 079 18" REINFORCED CONCRETE PIPE LF 264.2000 15,059.40 57.000 15,059 080 24" REINFORCED CONCRETE PIPE LF 473.4000 4,734.00 10.000 4,734 081 36" REINFORCED CONCRETE PIPE LF 428.7000 3,429.60 8.000 3,429 082 18" CORRUGATED STEEL PIPE (.064" THICK) LF 106.1500 16,984.00 160.000 16,984 083 24" CORRUGATED STEEL PIPE (.064" THICK) LF 59.1000 11,229.00 183.000 10,815 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 18" ALTERNATIVE FLARED END SECTION EA 799.0500 799.05 1.000 799 086 24" ALTERNATIVE FLARED END SECTION EA 855.2500 1,710.50 2.000 1,710 087 ABANDON CULVERT (LF) LF 22.4500 3,367.50 150.000 3,367 088 REMOVE CULVERT (LF) LF 26.9500 12,127.50 450.000 12,127 089 REMOVE INLET EA 489.0000 5,379.00 10.000 4,890 090 REMOVE FLARED END SECTION (EA) EA 448.0000 1,344.00 3.000 1,344 091 ADJUST INLET EA 2,706.1200 27,061.20 14.000 37,885 092 ADJUST GRATE EA 796.0000 2,388.00 3.000 2,388 093 REMOVE CONCRETE (CHANNEL) CY 168.7000 4,048.80 24.000 4,048 094 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 095 SAND BACKFILL CY 145.0000 2,320.00 16.000 2,320 096 CONCRETE (GUTTER LINING) CY 708.7500 17,010.00 24.000 17,010 097 ROCK SLOPE PROTECTION CY 783.0000 2,349.00 8.000 6,264 (20 LB, CLASS I, METHOD B) (CY) 098 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 79.9500 639.60 14.600 1,167 099 MINOR CONCRETE (MISCELLANEOUS CY 621.5500 776,937.50 1,236.700 768,670 CONSTRUCTION) 100 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 14.2600 163,990.00 11,500.000 163,990 101 MISCELLANEOUS IRON AND STEEL LB 2.6500 15,550.20 5,868.000 15,550 (F) 102 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE PAVEMENT MARKER EA 1.0500 7,329.00 439.000 460 105 DELINEATOR (CLASS 1) EA 42.0000 18,480.00 387.000 16,254 106 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 14,227.50 2,852.000 14,973 107 BARRIER MARKER EA 31.5000 1,008.00 32.000 1,008 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 OBJECT MARKER (TYPE P) EA 52.5000 1,732.50 18.000 945 110 OBJECT MARKER (TYPE R) EA 63.0000 63.00 1.000 63 111 REMOVE ROADSIDE SIGN EA 52.5000 2,310.00 26.000 1,365 112 REMOVE ROADSIDE SIGN PANEL EA 52.5000 472.50 0.000 0 113 RELOCATE ROADSIDE SIGN EA 210.0000 210.00 1.000 210 114 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.7700 6,154.00 200.000 6,154 FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.8300 5,122.50 766.000 5,231 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4000 1,332.00 180.000 1,332 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 987.00 94.000 987 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1300 4,785.90 430.000 4,785 (0.080"-FRAMED) FOR RETROFLECTIVE SHEETING (TYPE XI) 119 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.6800 6,072.00 1,666.000 6,130 120 METAL (BARRIER MOUNTED SIGN) LB 15.7500 2,677.50 165.000 2,598 121 ROADSIDE SIGN - ONE POST EA 288.7500 11,838.75 37.000 10,683 122 ROADSIDE SIGN - TWO POST EA 525.0000 6,300.00 10.000 5,250 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 52.5000 2,205.00 17.000 892 METHOD) 124 INSTALL ROADSIDE SIGN PANEL ON EA 52.5000 262.50 3.000 157 EXISTING POST 125 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 45,360.00 1,210.000 50,820 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.8000 34,102.00 583.300 33,714 127 TRANSITION RAILING (TYPE WB-31) EA 5,250.0000 10,500.00 2.000 10,500 128 END ANCHOR ASSEMBLY (TYPE SFT) EA 735.0000 3,675.00 5.000 3,675 PROGRAM CAS145 PAGE 6 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,780.0000 3,780.00 1.000 3,780 130 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,675.0000 14,700.00 4.000 14,700 131 CRASH CUSHION (TYPE SMART SCI-100GM) EA 37,800.0000 113,400.00 3.000 113,400 (TEST LEVEL 3) 132 CONCRETE BARRIER (TYPE 60) LF 131.2500 77,437.50 670.000 87,937 133 CONCRETE BARRIER (TYPE 60C) LF 149.1000 26,838.00 180.000 26,838 134 CONCRETE BARRIER (ANCHOR BLOCK)(TYPE 1) LF 664.6500 2,658.60 0.000 0 135 CONCRETE BARRIER (TYPE 736B) LF 157.5000 18,112.50 115.000 18,112 (F) 136 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 110.2500 89,412.75 811.000 89,412 (F) 137 CONCRETE BARRIER TRANSITION LF 821.0000 2,873.50 4.000 3,284 (F) 138 REMOVE GUARDRAIL LF 12.6000 5,922.00 672.500 8,473 139 REMOVE CRASH CUSHION (SAND FILLED) EA 635.0000 635.00 1.000 635 140 THERMOPLASTIC PAVEMENT MARKING SQFT 6.3000 21,105.00 2,224.000 14,011 (ENHANCED WET NIGHT VISIBILITY) 141 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 143 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 7.3500 1,690.50 240.000 1,764 (BROKEN 12-3) 144 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 5.2500 28,612.50 2,014.000 10,573 (BROKEN 36-12) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2600 1,008.00 738.000 929 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2600 56,826.00 38,883.000 48,992 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 147 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6800 104,496.00 53,714.000 90,239 (ENHANCED WET NIGHT VISIBILITY) 148 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 22,470.00 9,383.000 19,704 (ENHANCED WET NIGHT VISIBILITY) 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 1,953.00 716.000 1,503 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 150 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.6300 76,007.00 19,890.790 52,312 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 12" RUMBLE STRIP STA 33.5900 13,771.90 362.000 12,159 (ASPHALT CONCRETE PAVEMENT) 153 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 1.000 5,250 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 154 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,106,143.5000 1,106,143.50 0.038 42,033.45 1.000 1,106,143 155 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 156 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.3000 541.80 0.000 0 157 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0500 1,575.00 1,500.000 1,575 158 HYDROMULCH SQFT 0.0700 2,156.00 145,700.000 10,199 159 FIBER ROLLS LF 2.8600 4,719.00 3,850.000 11,011 160 HYDROSEED SQFT 0.1500 4,845.00 148,100.000 22,215 161 COMPOST (CY) CY 476.5000 953.00 8.430 4,016 162 INCORPORATE MATERIALS SQFT 4.7700 954.00 200.000 954 163 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 39.0000 18,330.00 470.000 18,330 164 8" PLASTIC PIPE RISER LF 65.5000 589.50 9.000 589 165 OBJECT MARKER (TYPE L-1) EA 42.0000 84.00 3.000 126 166 2" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 4.2000 12,432.00 1,227.000 5,153 PROGRAM CAS145 PAGE 8 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3G6034 TIME 02:13 PM ESTIMATE NO. 021 BID OPENING 01/10/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/19 R.E. NAME: NGO, HUNG DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 221,380.28 16,438,661.05 ADJUSTMENT OF COMPENSATION 196.64 205,090.43 EXTRA WORK 172,917.45 584,585.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 394,494.37 17,228,336.53 167 MOBILIZATION LS 1,718,968.0000 1,718,968.00 1.000 1,718,968 ORIGINAL CONTRACT AMOUNT 18,491,975.56 TOTAL WORK COMPLETED 394,494.37 18,947,304.53 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 394,494.37 18,947,304.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/22/18 210 03/12/18 03/12/18 12/20/19 172 252 0 0 100% 100% NGO, HUNG RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/20