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 10/21/20 EST. NO. 015 TIME 01:12 PM R.E. NAME: CHAHAL, HARPAL 04-1A6834 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0010 5,643.19 E.W. @ U.P (+) 101920 N 010.15 014 0006 898.68 E.W. @ F.A.(+) 062420 N 0063.0 0008 1,832.02 062520 N 0065.0 0032 12,791.41 052820 N 0115.0 0042 -26,400.00 A.C. @ L.S.(-) 101920 N 0014.2 -5,234.70 TOTAL THIS ESTIMATE 758,597.65 TOTAL PREVIOUS ESTIMATE 753,362.95 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 10/21/20 EST. NO. 015 TIME 01:12 PM R.E. NAME: CHAHAL, HARPAL 04-1A6834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -13,900.00 001 LC CREDIT BACK 13,900.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6834 TIME 01:12 PM ESTIMATE NO. 015 BID OPENING 01/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 10/21/20 LOCATION PROGRESS ESTIMATE 04-ALA-880-28.5/29.2 ----------------- BAY CITIES PAVING & GRADING, IN OAKLAND, FROM 23RD TO 29TH INC. STREET. 1450 CIVIC COURT BLDG B #400 CONCORD CA 94520 FED. AID NO. B1IM-880 -1(84)E REHABILITATE ROADWAY. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,959.8500 4,959.85 1.000 4,959 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,510.8700 6,510.87 0.500 3,255 003 TIME-RELATED OVERHEAD (LS) LS 374,980.8900 374,980.89 0.100 37,498.09 0.800 299,984 004 CONSTRUCTION AREA SIGNS LS 14,076.0000 14,076.00 0.800 11,260 005 TRAFFIC CONTROL SYSTEM LS 435,000.0000 435,000.00 0.100 43,500.00 0.800 348,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1100 34,077.00 24,077.000 26,725 007 CHANNELIZER (SURFACE MOUNTED) EA 38.7900 930.96 30.000 1,163 008 TEMPORARY PAVEMENT MARKER EA 5.5400 5,484.60 903.000 5,002 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,508.4700 6,508.47 0.100 650.85 0.800 5,206 010 TEMPORARY RAILING (TYPE K) LF 14.6800 177,628.00 12,020.000 176,453 011 TEMPORARY CRASH CUSHION MODULE EA 221.6700 24,827.04 28.000 6,206 012 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 013 JOB SITE MANAGEMENT LS 25,855.0300 25,855.03 0.100 2,585.50 0.800 20,684 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,103.3700 3,103.37 0.750 2,327 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 14,500.00 15.000 7,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 415.6300 7,481.34 3.000 1,246 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 TEMPORARY COVER SQYD 5.5400 2,770.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 154.0200 10,935.42 10.000 1,540.20 64.000 9,857 020 TEMPORARY FIBER ROLL LF 3.2400 4,212.00 0.000 0 021 TEMPORARY SILT FENCE LF 5.0700 1,521.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,299.0400 6,598.08 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6834 TIME 01:12 PM ESTIMATE NO. 015 BID OPENING 01/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 6,871.7600 6,871.76 0.100 687.18 0.800 5,497 024 TEMPORARY CONCRETE WASHOUT LS 1,108.3400 1,108.34 0.100 110.83 0.800 886 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.4300 38,585.30 8,856.000 39,232 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.1100 3,135.00 28,500.000 3,135 027 NOISE MONITORING LS 4,238.0500 4,238.05 0.000 0 028 CLEARING AND GRUBBING (LS) LS 174,010.5000 174,010.50 1.000 174,010 029 ROADWAY EXCAVATION CY 106.1800 270,759.00 454.000 48,205.72 1,889.000 200,574 030 ROADWAY EXCAVATION (TYPE Z-2) CY 182.6800 80,379.20 434.000 79,283 (AERIALLY DEPOSITED LEAD) 031 SHOULDER BACKING TON 38.4900 73,900.80 925.000 35,603 032 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 033 CLASS 2 AGGREGATE SUBBASE CY 131.0100 73,365.60 650.000 85,156 034 CLASS 2 AGGREGATE BASE (CY) CY 89.4500 16,101.00 0.000 0 035 LEAN CONCRETE BASE CY 459.9600 482,958.00 791.000 363,828 036 LEAN CONCRETE BASE RAPID SETTING CY 570.8000 194,072.00 410.000 234,028.00 410.000 234,028 037 REPLACE BASE CY 637.3000 47,160.20 183.530 116,963 038 BASE BOND BREAKER SQYD 8.8700 5,942.90 1,664.870 14,767 039 CRACK TREATMENT LNMI 8,403.4900 33,613.96 4.000 33,613 040 PREPAVING INERTIAL PROFILER LS 3,990.0500 3,990.05 0.500 1,995 041 PREPAVING GRINDING DAY EA 12,845.8300 12,845.83 0.000 0 042 PRIME COAT TON 3,291.7000 1,316.68 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 98.3300 1,760,107.00 1,328.510 130,632.39 12,603.100 1,239,262 044 HOT MIX ASPHALT (LEVELING) TON 105.7900 572,323.90 4,105.830 434,355 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 132.6100 997,227.20 5,193.710 688,737.88 5,193.710 688,737 046 HOT MIX ASPHALT-OPEN GRADED TON 150.0000 6,600.00 0.000 0 (OPEN GRADED FRICTION COURSE) 047 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 147.2000 531,392.00 0.000 0 (OPEN GRADED FRICTION COURSE) 048 ASPHALT BINDER TON 1.1100 18.87 22.330 24 (GEOSYNTHETIC PAVEMENT INTERLAYER) 049 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.5300 258,588.00 19,839.000 129,548.67 39,600.000 258,588 (PAVING GRID) PROGRAM CAS145 PAGE 3 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6834 TIME 01:12 PM ESTIMATE NO. 015 BID OPENING 01/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 8,304.2700 8,304.27 0.100 830.43 0.800 6,643 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.3600 9,635.60 0.000 0 052 TACK COAT TON 1,440.9300 64,841.85 23.710 34,164.45 38.000 54,755 053 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 123.8900 74,334.00 273.000 33,821.97 273.000 33,821 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.2900 17,800.70 2,600.000 16,354 055 PRECAST JOINTED CONCRETE PAVEMENT CY 1,590.4800 1,320,098.40 700.000 1,113,336.00 700.000 1,113,336 056 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,440.8500 216,127.50 375.320 540,779 057 ISOLATION JOINT SEAL (PREFORMED LF 221.6700 13,300.20 0.000 0 COMPRESSION) 058 REMOVE CONCRETE PAVEMENT (CY) CY 166.2500 103,075.00 523.000 86,948.75 523.000 86,948 059 GRIND EXISTING CONCRETE SQYD 35.1400 14,407.40 0.000 0 PAVEMENT 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,025.4500 119,432.65 3.260 22,902.97 13.960 98,075 061 MINOR CONCRETE (BACKFILL) CY 380.5600 79,917.60 -41.650 -15,850.32 232.960 88,655 (F) 062 18" ALTERNATIVE PIPE CULVERT LF 96.1500 126,918.00 1,278.000 122,879 063 18" SLOTTED CORRUGATED STEEL PIPE LF 111.7700 88,298.30 440.200 49,201.15 440.200 49,201 (.064" THICK) 064 INLET DEPRESSION EA 3,491.6200 27,932.96 12.000 41,899.44 12.000 41,899 065 ABANDON CULVERT (LF) LF 286.2800 3,149.08 48.200 13,798 066 REMOVE CULVERT (LF) LF 16.8000 21,504.00 1,679.000 28,207 067 REMOVE INLET EA 868.0000 4,340.00 11.000 9,548 068 ADJUST INLET EA 6,768.9600 379,061.76 38.000 257,220.48 38.000 257,220 069 ADJUST MANHOLE TO GRADE EA 6,936.4700 76,301.17 0.000 0 070 CLEAN AND INSPECT CULVERT LF 20.8900 50,553.80 0.000 0 071 SAND BACKFILL CY 201.8333 60.55 0.500 100 072 MINOR CONCRETE (CURB AND GUTTER) CY 1,772.6600 109,904.92 13.000 23,044.58 51.000 90,405 073 REMOVE CONCRETE (CURB AND GUTTER) LF 12.6900 57,612.60 4,595.590 58,318 074 MISCELLANEOUS IRON AND STEEL LB 3.0100 92,009.68 19,870.000 59,808.70 19,870.000 59,808 (F) 075 CHAIN LINK FENCE (TYPE CL-4) LF 38.7900 6,206.40 0.000 0 076 REMOVE PAVEMENT MARKER EA 3.8800 3,414.40 853.000 3,309.64 853.000 3,309 PROGRAM CAS145 PAGE 4 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6834 TIME 01:12 PM ESTIMATE NO. 015 BID OPENING 01/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5400 4,875.20 0.000 0 078 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 30.4800 50,292.00 0.000 0 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.0700 47,616.90 0.000 0 080 TRANSITION RAILING (TYPE WB-31) EA 4,987.5600 4,987.56 0.000 0 081 CONCRETE BARRIER (TYPE 60M) LF 171.7900 182,097.40 2.000 343.58 1,062.000 182,440 082 CONCRETE BARRIER (TYPE 60MC) LF 393.4600 62,953.60 0.000 0 083 CONCRETE BARRIER (TYPE 60MGC) LF 349.1300 624,942.70 1,505.000 525,440 084 CONCRETE BARRIER MARKER EA 38.7900 1,978.29 0.000 0 085 REMOVE GUARDRAIL LF 3.3300 6,759.90 2,030.000 6,759 086 REMOVE CONCRETE BARRIER LF 50.2300 122,561.20 2,690.300 135,133 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2200 38,628.00 0.000 0 088 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.3300 10,989.00 0.000 0 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6600 10,458.00 0.000 0 (BROKEN 8-4) 090 THERMOPLASTIC PAVEMENT MARKING SQFT 22.1700 12,858.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 REMOVE PAINTED TRAFFIC STRIPE LF 1.1100 20,202.00 20,888.000 23,185 092 12" RUMBLE STRIP STA 163.7100 7,858.08 0.000 0 (ASPHALT CONCRETE PAVEMENT) 093 LIGHTING SYSTEM LS 325,854.0600 325,854.06 0.900 293,268 094 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 095 CHAIN LINK FENCE (TYPE CL-6) LF 22.2600 18,475.80 853.000 18,987.78 853.000 18,987 096 REMOVE CHAIN LINK FENCE LF 7.7600 6,440.80 830.000 6,440 097 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 098 DELINEATOR (CLASS 1) EA 44.3300 620.62 0.000 0 099 END ANCHOR ASSEMBLY (TYPE SFT) EA 22.1600 22.16 0.000 0 100 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 997.5100 3,990.04 0.000 0 101 CRASH CUSHION MODULE, SAND FILLED EA 6,206.7400 6,206.74 0.000 0 102 CONCRETE BARRIER (TYPE 60MGF) LF 676.0900 331,284.10 473.000 319,790 PROGRAM CAS145 PAGE 5 DATE 10/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6834 TIME 01:12 PM ESTIMATE NO. 015 BID OPENING 01/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 10/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,047,694.91 9,238,895.92 ADJUSTMENT OF COMPENSATION -26,400.00 -18,900.39 EXTRA WORK 21,165.30 772,263.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,042,460.21 9,992,258.87 103 MOBILIZATION LS 1,310,000.0000 1,310,000.00 1.000 1,310,000 ORIGINAL CONTRACT AMOUNT 13,128,066.60 TOTAL WORK COMPLETED 3,042,460.21 11,302,258.87 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,042,460.21 11,302,258.87 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 05/01/19 150 07/22/19 06/24/19 12/03/20 169 0 42 0 72% 88% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H CHAHAL, HARPAL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/20