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 11/19/19 EST. NO. 010 TIME 10:03 AM R.E. NAME: DADAWALLA, DIN 06-394604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0001 18,900.00 A.C. @ U.P.(+) 111419 N 956240 18,900.00 TOTAL THIS ESTIMATE 675,790.55 TOTAL PREVIOUS ESTIMATE 694,690.55 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 11/19/19 EST. NO. 010 TIME 10:03 AM R.E. NAME: DADAWALLA, DIN 06-394604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 MISSING PAYROLL -10,000.00 006 REC'D PAYROLL EST.03 10,000.00 006 MISSING PAYROLL -10,000.00 007 REC'D PAYROLL EST. 6 10,000.00 008 MISSING PAYROLL -10,000.00 009 MISSING PAYROLL -5,000.00 010 -5,000.00 -25,000.00 TOTAL DEDUCTIONS -5,000.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-394604 TIME 10:03 AM ESTIMATE NO. 010 BID OPENING 09/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 11/19/19 LOCATION PROGRESS ESTIMATE 06-FRE-269-10.6/12.4 ----------------- A. TEICHERT & SON INC. DBA NEAR HURON ON ROUTE 269 FROM 1.1 TEICHERT CONSTRUCTION MILE NORTH OF PALMER AVENUE TO 0.4 5771 S TOYOTA AVE MILES SOUTH OF ROUTE 198 FRESNO CA 93725 FED. AID NO. ACST-P269(13)E CONSTRUCT NEW BRIDGE & RAISE GRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,900.0000 3,900.00 0.250 975.00 1.000 3,900 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 999.6400 999.64 0.750 749 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 490,000.00 28.000 56,000.00 228.000 456,000 004 CONSTRUCTION AREA SIGNS LS 20,000.7900 20,000.79 0.500 10,000 005 TRAFFIC CONTROL SYSTEM LS 204,000.0000 204,000.00 0.113 23,052.00 0.923 188,292 006 TYPE III BARRICADE EA 96.9000 1,938.00 19.000 1,841 007 CHANNELIZER (SURFACE MOUNTED) EA 42.8400 3,769.92 88.000 3,769 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.113 3,390.00 0.923 27,690 009 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 0.113 3,955.00 0.923 32,305 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.400 1,120.00 0.900 2,520 PLAN 011 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 012 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 013 TEMPORARY SOIL BINDER SQYD 0.2000 20,000.00 0.000 0 014 TEMPORARY FIBER ROLL LF 4.6000 4,554.00 200.000 920 015 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 21,000.00 9.000 31,500 016 STREET SWEEPING LS 72,000.0000 72,000.00 0.113 8,136.00 0.923 66,456 017 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 018 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 650.0000 1,950.00 0.000 0 019 WATER QUALITY MONITORING REPORT EA 650.0000 1,950.00 0.000 0 020 WATER QUALITY ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 021 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.190 665.00 1.000 3,500 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.5900 10,166.40 744.000 7,878 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-394604 TIME 10:03 AM ESTIMATE NO. 010 BID OPENING 09/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.1500 4,050.00 0.000 0 024 DUST CONTROL PLAN LS 20,000.0000 20,000.00 0.190 3,800.00 1.000 20,000 (NATURALLY OCCURRING ASBESTOS) 025 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 026 DUST PALLIATIVE LS 8,500.0000 8,500.00 0.190 1,615.00 1.000 8,500 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 ROADWAY EXCAVATION CY 6.2500 1,868,750.00 285,661.000 1,785,381 (NATURALLY OCCURRING ASBESTOS) 029 STRUCTURE EXCAVATION (BRIDGE) CY 45.9500 40,573.85 883.000 40,573 (F) (NATURALLY OCCURRING ASBESTOS) 030 STRUCTURE EXCAVATION CY 71.3200 14,977.20 210.000 14,977 (F) (NATURALLY OCCURRING ASBESTOS) 031 STRUCTURE BACKFILL (BRIDGE) CY 155.8100 79,774.72 32.250 5,024.87 512.000 79,774 (F) 032 STRUCTURE BACKFILL (RETAINING WALL) CY 166.0700 31,055.09 187.000 31,055 (F) 033 IMPORTED BORROW (CY) CY 10.0000 489,000.00 105,592.000 1,055,920 034 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.190 4,750.00 1.000 25,000 035 ROOT WAD LS 125,000.0000 125,000.00 1.000 125,000 036 DUFF (ACRE) ACRE 4,250.0000 114,750.00 7.800 33,150 037 BONDED FIBER MATRIX (SQFT) SQFT 0.0500 173,000.00 943,794.000 47,189 038 COMPOST (CY) CY 30.6000 157,896.00 1,410.000 43,146 039 INCORPORATE MATERIALS SQFT 0.0300 51,900.00 471,897.000 14,156 040 CLASS 2 AGGREGATE BASE (CY) CY 37.0000 673,400.00 11,475.000 424,575 041 HOT MIX ASPHALT (TYPE A) TON 80.0000 2,400,000.00 285.570 22,845.60 24,942.510 1,995,400 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 103.0000 515,000.00 4,703.910 484,502 043 DATA CORE LS 5,000.0000 5,000.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 2,655.00 1,576.000 2,364.00 1,576.000 2,364 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 21,900.00 13,594.000 20,391.00 13,594.000 20,391 046 TACK COAT TON 1.0000 46.00 2.800 2.80 36.160 36 047 FURNISH STEEL PILING (HP 10 X 57) LF 36.7600 172,992.56 4,706.000 172,992 048 DRIVE STEEL PILE (HP 10 X 57) EA 2,552.5700 204,205.60 80.000 204,205 049 FURNISH 24" CAST-IN-STEEL SHELL LF 130.6900 668,087.28 5,101.850 666,760 CONCRETE PILING PROGRAM CAS145 PAGE 3 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-394604 TIME 10:03 AM ESTIMATE NO. 010 BID OPENING 09/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 4,556.8500 328,093.20 72.000 328,093 PILE 051 PRESTRESSING CAST-IN-PLACE CONCRETE LS 56,156.5800 56,156.58 1.000 56,156 052 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 484.9900 42,194.13 87.000 42,194 (F) 053 STRUCTURAL CONCRETE, BRIDGE CY 852.5600 503,862.96 15.000 12,788.40 591.000 503,862 (F) 054 STRUCTURAL CONCRETE, BRIDGE CY 703.4900 1,295,125.09 92.050 64,756.25 1,841.000 1,295,125 (F) (POLYMER FIBER) 055 STRUCTURAL CONCRETE, RETAINING WALL CY 612.6200 52,072.70 8.500 5,207.27 85.000 52,072 (F) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 3,250.0000 19,500.00 6.000 19,500 (F) 057 JOINT SEAL (MR 1 1/2") LF 107.2100 9,220.06 86.000 9,220.06 86.000 9,220 058 JOINT SEAL (MR 2") LF 127.6300 11,231.44 88.000 11,231.44 88.000 11,231 059 BAR REINFORCING STEEL (BRIDGE) LB 1.2800 706,432.00 551,900.000 706,432 (F) 060 BAR REINFORCING STEEL (RETAINING WALL) LB 5.3100 23,109.12 4,352.000 23,109 (F) 061 HEADED BAR REINFORCEMENT EA 35.7400 15,439.68 432.000 15,439 (F) 062 BRIDGE REMOVAL LS 76,577.1500 76,577.15 1.000 76,577 063 24" TEMPORARY CULVERT LF 70.0000 8,400.00 112.000 7,840 064 36" TEMPORARY CULVERT LF 85.0000 27,200.00 360.000 30,600 065 36" TEMPORARY FLARED END SECTION EA 1,000.0000 12,000.00 0.000 0 066 36" REINFORCED CONCRETE PIPE LF 150.0000 45,000.00 256.000 38,400 067 24" REINFORCED CONCRETE PIPE LF 100.0000 21,000.00 208.000 20,800 (CLASS III, RUBBER GASKET JOINT) 068 GEOCOMPOSITE DRAIN SQFT 8.1700 27,173.42 3,326.000 27,173 069 FLUME DOWNDRAIN LF 40.0000 35,600.00 20.000 800.00 910.000 36,400 070 TAPERED INLET EA 600.0000 14,400.00 -1.000 -600.00 23.000 13,800 071 FLUME ANCHOR ASSEMBLY EA 150.0000 3,600.00 30.000 4,500.00 30.000 4,500 072 24" WELDED STEEL PIPE CASING (BRIDGE) LF 306.3100 15,621.81 51.000 15,621 073 ABANDON CULVERT (LF) LF 4.0000 31,800.00 7,950.000 31,800 074 REMOVE CULVERT (LF) LF 50.0000 19,000.00 451.000 22,550 075 REMOVE DOWNDRAIN (EA) EA 550.0000 2,200.00 4.000 2,200 076 REMOVE HEADWALL EA 650.0000 1,300.00 2.000 1,300 PROGRAM CAS145 PAGE 4 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-394604 TIME 10:03 AM ESTIMATE NO. 010 BID OPENING 09/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SAND BACKFILL CY 90.0000 83,700.00 930.000 83,700 078 ROCK SLOPE PROTECTION CY 165.0000 24,750.00 66.000 10,890.00 103.000 16,995 (60 LB, CLASS II, METHOD B) (CY) 079 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 8,400.00 264.000 5,280.00 292.000 5,840 080 SURVEY MONUMENT (TYPE B) EA 4,000.0000 16,000.00 3.000 12,000.00 3.000 12,000 081 REMOVE PAVEMENT MARKER EA 5.0500 1,464.50 65.000 328 082 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.5700 8,175.60 450.000 3,406.50 1,545.000 11,695 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 46.4600 13,008.80 275.000 12,776.50 275.000 12,776 085 TRANSITION RAILING (TYPE WB-31) EA 4,040.0000 44,440.00 11.000 44,440.00 11.000 44,440 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,131.0000 34,441.00 11.000 34,441.00 11.000 34,441 087 ALTERNATIVE CRASH CUSHION SYSTEM EA 33,463.5200 100,390.56 3.000 100,390.56 3.000 100,390 088 CONCRETE BARRIER (TYPE 736) LF 91.8900 149,505.03 1,627.000 149,505 (F) 089 REMOVE GUARDRAIL LF 8.0000 1,120.00 140.000 1,120 090 REMOVE CRASH CUSHION EA 2,020.0000 4,040.00 2.000 4,040 091 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 42,600.00 39,998.000 39,998 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 6,888.00 8,403.000 6,722.40 8,403.000 6,722 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 093 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 45,920.00 26,956.000 43,129.60 26,956.000 43,129 (ENHANCED WET NIGHT VISIBILITY) 094 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 14,400.00 890.000 890.00 890.000 890 095 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,650.00 426.000 426 096 12" RUMBLE STRIP STA 37.7200 9,430.00 240.180 9,059.59 240.180 9,059 (ASPHALT CONCRETE PAVEMENT) 097 2" CONDUIT (BRIDGE) LF 36.7200 27,393.12 -121.350 -4,455.97 606.000 22,252 098 CONDUIT SYSTEM LS 15,300.0000 15,300.00 0.830 12,699.00 0.830 12,699 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 1,600.00 67.000 670 101 RESET ROADSIDE SIGN (ONE POST) EA 153.0000 306.00 2.000 306.00 2.000 306 102 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-394604 TIME 10:03 AM ESTIMATE NO. 010 BID OPENING 09/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ROADWAY EXCAVATION CY 9.0000 105,300.00 9,452.000 85,068.00 9,452.000 85,068 (REMOVE BASE AND SURFACING) PROGRAM CAS145 PAGE 6 DATE 11/19/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-394604 TIME 10:03 AM ESTIMATE NO. 010 BID OPENING 09/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 11/19/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 643,032.87 12,483,868.70 ADJUSTMENT OF COMPENSATION 18,900.00 572,935.83 EXTRA WORK 0.00 121,754.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 661,932.87 13,178,559.25 104 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 14,638,574.00 TOTAL WORK COMPLETED 661,932.87 14,578,559.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -25,000.00 TOTAL 656,932.87 14,553,559.25 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 11/30/18 245 01/24/19 01/24/19 12/12/19 228 17 2 0 94% 92% PROGRESS IS SATISFACTORY DADAWALLA, DIN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/19