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 06/17/19 EST. NO. 028 TIME 10:29 AM R.E. NAME: WALI WAZIRI 10-0G8204 --------------------------------------------------------------------------- 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 0003 635.51 E.W. @ F.A.(+) 110816 N 0004.0 0069 634.48 080117 N 0259.0 0070 1,087.68 090117 N 0260.0 0083 1,283.34 051418 N 0313.0 0118 1,835.94 100118 N 0508.0 006 0015 1,162.29 E.W. @ F.A.(+) 032219 N 0481.0 007 0042 203.98 E.W. @ F.A.(+) 050319 N 0523.0 0043 1,322.71 042619 N 0524.0 0045 1,652.38 071818 N 0354.1 0046 1,630.93 122018 N 0434.1 0047 881.17 031919 N 0475.1 0049 1,989.97 082417 N 0154.2 008 0051 2,606.68 E.W. @ F.A.(+) 020719 N 0480.0 0052 15,124.02 041618 N 0518.0 009 0059 4,673.70 E.W. @ F.A.(+) 062317 N 0174.2 0060 9,688.95 101917 N 0516.0 010 0049 2,746.50 E.W. @ F.A.(+) 041718 N 0288.1 012 0008 2,711.74 E.W. @ F.A.(+) 031919 N 0484.0 0011 117.99 032919 N 0512.0 0013 580.89 032119 N 0514.0 017 0045 7,045.63 E.W. @ F.A.(+) 082518 N 0389.2 0046 8,569.37 081018 N 0462.1 0047 6,860.30 082018 N 0464.1 0051 3,779.29 011019 N 0521.0 78,825.44 TOTAL THIS ESTIMATE 2,246,705.15 TOTAL PREVIOUS ESTIMATE 2,325,530.59 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 06/17/19 EST. NO. 028 TIME 10:29 AM R.E. NAME: WALI WAZIRI 10-0G8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM UPDATE -125,625.83 021 SWPPP NON COMPLIANCE -75,375.50 021 RELEASE CPM UPDATE 125,625.83 022 RELEASE SWPPP 75,375.50 022 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -10,000.00 009 MISSING PAYROLLS -6,000.00 010 MISSING PAYROLLS -10,000.00 011 MISSING PAYROLLS -10,000.00 012 MISSING PAYROLLS -5,000.00 015 MISSING PAYROLLS -10,000.00 016 MISSING PAYROLLS -10,000.00 017 RECD PAYROLLS EST 11 10,000.00 018 RECD PAYROLLS EST 12 10,000.00 018 RECD PAYROLLS EST 16 10,000.00 018 RECD PAYROLLS EST 17 10,000.00 018 RECD PAYROLLS EST 9 10,000.00 019 MISSING PAYROLLS -5,000.00 020 RECD PAYROLLS EST 10 6,000.00 020 MISSING PAYROLL -5,000.00 021 MISSING PAYROLLS -5,000.00 022 RECD PAYROLLS EST 20 5,000.00 023 RECD PAYROLLS EST 21 5,000.00 023 RECD PAYROLLS EST 22 5,000.00 024 MISSING PAYROLLS -1,000.00 026 MISSING PAYROLS -10,000.00 027 RECD PAYROLLS EST 5 10,000.00 028 RECD PAYROLLS EST 15 5,000.00 028 RECD PAYROLLS EST 26 1,000.00 028 16,000.00 -20,000.00 TOTAL DEDUCTIONS 16,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 LOCATION PROGRESS ESTIMATE 10-SJ-132-0.4/7.1 ----------------- BAY CITIES PAVING & GRADING, IN SAN JOAQUIN COUNTY NEAR VERNALIS INC. ON SR 132 FROM I-580 TO STANISLAUS 1450 CIVIC CT #400 BLDG B COUNTY LINE CONCORD CA 94520 FED. AID NO. NHP-P132(50)E REPAIR PCC PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,620.0000 4,620.00 1.000 4,620 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 1.000 4,500 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 38,850.0000 38,850.00 1.000 38,850 005 TRAFFIC CONTROL SYSTEM LS 170,015.0000 170,015.00 1.000 170,015 006 TYPE III BARRICADE EA 84.0000 10,920.00 120.000 10,080 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2100 53,970.00 227,377.000 47,749 008 CHANNELIZER (SURFACE MOUNTED) EA 36.7500 78,277.50 2,480.000 91,140 009 TEMPORARY PAVEMENT MARKER EA 3.6800 49,312.00 10,965.000 40,351 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,144.0000 18,144.00 1.000 18,144 011 PORTABLE RADAR TRAILER LS 4,200.0000 4,200.00 1.000 4,200 012 TEMPORARY RAILING (TYPE K) LF 6.2000 132,680.00 26,080.000 161,696 013 TEMPORARY CRASH CUSHION MODULE EA 189.0000 181,440.00 933.000 176,337 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,935.0000 19,740.00 7.000 34,545 015 JOB SITE MANAGEMENT LS 14,520.0000 14,520.00 1.000 14,520 016 PREPARE STORM WATER POLLUTION PREVENTION LS 26,355.0000 26,355.00 1.000 26,355 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.4200 41,538.00 98,900.000 41,538 019 TEMPORARY SOIL BINDER SQYD 0.1400 13,846.00 98,900.000 13,846 020 TEMPORARY CHECK DAM (TYPE 2) LF 10.2600 17,647.20 1,720.000 17,647 021 TEMPORARY DRAINAGE INLET PROTECTION EA 645.7500 15,498.00 26.000 16,789 022 TEMPORARY FIBER ROLL LF 2.4500 128,135.00 28,202.000 69,094 PROGRAM CAS145 PAGE 2 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 10.2600 41,450.40 4,040.000 41,450 024 TEMPORARY SILT FENCE LF 2.2600 926.60 266.000 601 025 TEMPORARY STRAW BALE BARRIER LF 5.2100 18,912.30 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,937.3500 19,373.50 10.000 19,373 027 TEMPORARY CONSTRUCTION ROADWAY SQYD 7.7500 77,500.00 5,000.000 38,750 028 STREET SWEEPING LS 4,830.0000 4,830.00 1.000 4,830 029 TEMPORARY CONCRETE WASHOUT LS 13,650.0000 13,650.00 1.000 13,650 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7900 18,486.00 19,715.060 15,574 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.0600 4,602.00 62,417.000 3,745 032 BIRD EXCLUSION DEVICES LS 52,500.0000 52,500.00 0.000 0 033 SURVEYING, SAMPLING AND ANALYSIS LS 5,250.0000 5,250.00 0.500 2,625 (ASBESTOS) 034 REMOVE GUARDRAIL LF 5.2500 28,612.50 5,475.000 28,743 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 11,046.00 22,483.000 9,442 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5800 1,753.80 168.000 265 037 REMOVE PAVEMENT MARKER EA 1.5800 2,496.40 5,170.000 8,168 038 REMOVE ROADSIDE SIGN EA 105.0000 7,140.00 48.000 5,040 039 REMOVE SIGN FROM ELECTROLIER EA 52.5000 315.00 6.000 315 040 REMOVE ROADSIDE SIGN PANEL EA 105.0000 210.00 1.000 105 041 REMOVE ASPHALT CONCRETE DIKE LF 1.8500 7,677.50 22,846.000 42,265 042 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 196.0000 7,840.00 20.000 3,920 043 ADJUST PIPE INLET TO GRADE EA 1,170.0000 9,360.00 0.000 0 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.8000 60,760.00 27,998.020 78,394 045 REMOVE CONCRETE FLARED END SECTION EA 189.0000 567.00 0.000 0 046 CLEARING AND GRUBBING (LS) LS 5,250.0000 5,250.00 1.000 5,250 047 ROADWAY EXCAVATION CY 15.3500 1,280,190.00 89,163.430 1,368,658 048 SHOULDER BACKING TON 17.7500 50,587.50 1,529.440 27,147 049 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.0000 104,000.00 69,688.720 69,688 CLASS A1 PROGRAM CAS145 PAGE 3 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBER MAT SQYD 42.0000 157,500.00 2,484.980 104,369 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 2,100.00 3.000 1,575 052 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.0400 16,120.00 503,750.000 20,150 053 EROSION CONTROL (DRILL SEED) (SQYD) SQYD 0.2100 10,437.00 11,972.850 2,514 054 HYDROMULCH SQFT 0.0400 34,000.00 1,117,311.000 44,692 055 STRAW SQFT 0.0400 17,880.00 0.000 0 056 COMPOST SQFT 0.2300 92,690.00 503,750.000 115,862 057 CLASS 2 AGGREGATE BASE (CY) CY 21.8500 841,225.00 39,952.990 872,972 058 SAND COVER (SEAL) TON 210.0000 16,800.00 88.350 18,553 059 ASPHALT-RUBBER BINDER TON 393.7500 28,743.75 67.670 26,645 060 ASPHALTIC EMULSION (FLUSH COAT) TON 1,312.5000 9,187.50 9.700 12,731 061 PRECOATED SCREENINGS TON 120.7500 65,205.00 507.870 61,325 062 PREPAVING INERTIAL PROFILER LS 3,150.0000 3,150.00 1.000 3,150 063 PREPAVING GRINDING DAY EA 8,305.0000 24,915.00 5.000 41,525 064 HOT MIX ASPHALT (TYPE A) TON 59.2500 2,873,625.00 44,305.330 2,625,090 065 HOT MIX ASPHALT (LEVELING) TON 69.2000 241,508.00 1,868.680 129,312 066 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 73.7000 921,250.00 12,807.880 943,940 067 SHOULDER RUMBLE STRIP STA 28.1800 11,835.60 436.000 12,286 (HMA,GROUND-IN INDENTATIONS) 068 CENTERLINE RUMBLE STRIP (HMA,GROUND-IN STA 36.1500 3,398.10 94.000 3,398 INDENTATIONS) 069 DATA CORE LS 16,170.0000 16,170.00 1.000 16,170 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.4000 624.00 252.000 604 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 32,400.00 12,972.000 31,132 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.4000 240.00 100.000 240 073 PLACE HOT MIX ASPHALT SQYD 35.4500 25,878.50 874.460 30,999 (MISCELLANEOUS AREA) 074 TACK COAT TON 1,150.4500 72,478.35 76.570 88,089 075 CONTINUOUSLY REINFORCED CONCRETE CY 227.8500 5,582,325.00 25,880.950 5,896,974 PAVEMENT 076 JOINTED PLAIN CONCRETE PAVEMENT CY 223.6500 1,956,937.50 9,045.150 2,022,947 PROGRAM CAS145 PAGE 4 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SHOULDER RUMBLE STRIP STA 179.2200 78,856.80 440.000 78,856 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 078 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,044.7500 156,712.50 150.000 156,712 079 CRACK AND SEAT SQYD 1.2200 32,574.00 26,600.000 32,452 080 ISOLATION JOINT SEAL (SILICONE) LF 3.6200 223,716.00 36,097.000 130,671 081 60" CAST-IN-DRILLED-HOLE CONCRETE LF 987.0000 86,856.00 88.000 86,856 PILE (SIGN FOUNDATION) 082 AGGREGATE BASE (APPROACH SLAB) CY 446.2500 12,048.75 27.000 12,048 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 845.2500 223,991.25 275.860 233,170 (TYPE R) 084 PAVING NOTCH EXTENSION CF 210.0000 36,750.00 175.000 36,750 085 JOINT SEAL (MR 1") LF 96.6000 22,797.60 288.000 27,820 086 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 220,028.00 55,007.000 220,028 (F) 087 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 22,002.80 55,007.000 22,002 (F) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1000 1,117.40 74.000 1,117 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2200 405.50 24.500 397 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.4200 4,449.80 233.000 5,456 (0.080"-FRAMED) 091 ROADSIDE SIGN - ONE POST EA 288.7500 17,902.50 62.000 17,902 092 ROADSIDE SIGN - TWO POST EA 420.0000 7,140.00 19.000 7,980 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 630.00 6.000 630 METHOD) 094 INSTALL ROADSIDE SIGN PANEL ON EA 210.0000 420.00 1.000 210 EXISTING POST 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0300 2,908.70 286.600 2,874 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2900 4,516.00 379.300 4,282 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1700 7,383.10 425.500 7,305 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3200 4,763.20 253.800 4,649 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 RETRO-REFLECTIVE SHEETING (TYPE XI) SQFT 5.2500 6,825.00 1,378.500 7,237 100 CONCRETE BACKFILL (PIPE TRENCH) CY 141.7500 10,064.25 43.600 6,180 PROGRAM CAS145 PAGE 5 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 101 12" TEMPORARY CULVERT LF 31.3000 26,918.00 584.000 18,279 102 18" REINFORCED CONCRETE PIPE LF 128.9000 515.60 0.000 0 103 24" REINFORCED CONCRETE PIPE LF 83.9000 587.30 0.000 0 104 36" REINFORCED CONCRETE PIPE LF 155.0000 1,705.00 0.000 0 105 18" CONCRETE FLARED END SECTION EA 721.4000 721.40 0.000 0 106 24" CONCRETE FLARED END SECTION EA 863.1500 863.15 0.000 0 107 36" CONCRETE FLARED END SECTION EA 1,614.5000 1,614.50 0.000 0 108 12" TEMPORARY FLARED END SECTION EA 368.0000 2,944.00 8.000 2,944 109 MINOR CONCRETE (CURB) (CY) CY 1,218.0000 43,848.00 35.000 42,630 110 MINOR CONCRETE (DIKE) CY 1,470.0000 161,700.00 104.650 153,835 111 MINOR CONCRETE (TEXTURED PAVING) CY 890.1500 133,522.50 129.370 115,158 112 DELINEATOR (CLASS 1) EA 42.0000 2,646.00 99.000 4,158 113 GUARD RAILING DELINEATOR EA 36.7500 2,976.75 110.000 4,042 114 OBJECT MARKER (TYPE K) EA 42.0000 126.00 0.000 0 115 OBJECT MARKER (TYPE L) EA 47.2500 614.25 13.000 614 116 OBJECT MARKER (TYPE P) EA 63.0000 252.00 5.000 315 117 MIDWEST GUARDRAIL SYSTEM LF 31.5000 110,250.00 4,082.980 128,613 118 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 40.9500 52,825.50 887.500 36,343 (WOOD POST) 119 CONCRETE BARRIER (TRANSITION) LF 948.1500 38,874.15 41.000 38,874 120 TRANSITION RAILING (TYPE WB-31) EA 3,780.0000 45,360.00 12.000 45,360 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 682.5000 13,650.00 32.000 21,840 122 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,730.0000 40,950.00 15.000 40,950 123 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,310.0000 6,930.00 6.000 13,860 124 ALTERNATIVE CRASH CUSHION SYSTEM EA 32,152.0500 385,824.60 13.000 417,976 125 CONCRETE BARRIER (TYPE 60SD) LF 677.2500 63,661.50 94.000 63,661 126 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 6,300.00 1,736.000 5,468 127 THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 80,640.00 192,470.000 80,837 (SPRAYABLE) PROGRAM CAS145 PAGE 6 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 14,784.00 3,314.000 13,918 129 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 130 COMMUNICATION CONDUIT (LS) LS 525,000.0000 525,000.00 0.986 517,650 (F) 131 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,227.8000 29,227.80 1.000 29,227 132 MODIFY LIGHTING LS 42,000.0000 42,000.00 1.000 42,000 133 ELECTRICAL SYSTEMS LS 525,000.0000 525,000.00 1.000 525,000 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 TIME-RELATED OVERHEAD (LS) LS 341,602.0000 341,602.00 0.750 256,201 PROGRAM CAS145 PAGE 7 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G8204 TIME 10:29 AM ESTIMATE NO. 028 BID OPENING 06/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/14/19 R.E. NAME: WALI WAZIRI DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 19,642,631.42 ADJUSTMENT OF COMPENSATION 0.00 449,697.81 EXTRA WORK 78,825.44 1,875,832.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 78,825.44 21,968,162.01 136 MOBILIZATION LS 1,809,900.0000 1,809,900.00 1.000 1,809,900 ORIGINAL CONTRACT AMOUNT 21,624,560.65 TOTAL WORK COMPLETED 78,825.44 23,778,062.01 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 16,000.00 -20,000.00 TOTAL 94,825.44 23,758,062.01 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 08/11/16 168 02/16/17 03/08/17 06/18/19 166 400 0 0 100% 99% PROGRESS IS SATISFACTORY WALI WAZIRI RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/19