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 08/03/21 EST. NO. 035 TIME 01:21 PM R.E. NAME: TON, T. 07-3009U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/03/21 EST. NO. 035 TIME 01:21 PM R.E. NAME: TON, T. 07-3009U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM-DBE NOV 2018 -285,890.00 005 CEM-DBE NOV 2018 285,890.00 006 CEM DBE JAN 19 -214,014.00 007 CEM DBE JAN 19 214,014.00 008 ANNUAL 2020 CEM 4401 -10,000.00 030 ANNUAL 2020 CEM 4401 10,000.00 033 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 -100,000.00 001 1391 100,000.00 002 FHWA 139 FORMS -50,000.00 014 FHWA 139 FORMS 50,000.00 017 0.00 0.00 LABOR COMPLIANCE VIOLATION CPR AUG(10),JULY(1) -10,000.00 002 CPR AUG(10) JULY(1) 10,000.00 003 CPR SEPT (9) -9,000.00 003 CPR SEPT (9) 9,000.00 004 CPR NOV (18) -10,000.00 005 CPR DEC(4) JAN(2) -6,000.00 007 CPR NOV (18) 10,000.00 007 CPR NOV (5) -5,000.00 007 CPR NOV (5) 5,000.00 008 CPR SEC(4) JAN(2) 6,000.00 008 CPR JAN/FEB/MAR -5,000.00 009 CPR -3,000.00 010 CPR APRIL -8,000.00 010 CPR JAN/FEB/MAR 5,000.00 010 APRIL -3,000.00 011 CPR 3,000.00 011 CPR APRIL 8,000.00 011 FEB -1,000.00 011 JAN -1,000.00 011 CPR MAY -4,000.00 012 APRIL 3,000.00 014 CPR MAY 4,000.00 014 AUG CPR -2,000.00 015 JULY CPR -2,000.00 015 JUNE CPR -1,000.00 015 SEP CPR -5,000.00 015 AUG CPR 2,000.00 017 FEB 1,000.00 017 JAN 1,000.00 017 JULY CPR 2,000.00 017 JUNE CPR 1,000.00 017 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/03/21 EST. NO. 035 TIME 01:21 PM R.E. NAME: TON, T. 07-3009U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- SEP CPR 5,000.00 020 CPR'S -5,000.00 022 CPR -2,000.00 024 CPR'S 5,000.00 024 CPR'S -5,000.00 025 CPR 2,000.00 026 CPR 2,000.00 029 CPR'S 5,000.00 030 CPR'S -2,000.00 030 CPR'S -2,000.00 031 DIR SUBS REG -5,000.00 031 CPR'S 2,000.00 032 DIR SUBS REG 5,000.00 034 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 01:21 PM ESTIMATE NO. 035 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/21 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/03/21 LOCATION FINAL ESTIMATE 07-LA-110-0.7/24.1 -------------- ALL AMERICAN ASPHALT IN LOS ANGELES AND CARSON FROM 400 E SIXTH ST GAFFEY STREET TO 0.1 MILE SOUTH OF CORONA CA 92879 COLLEGE STREET OVERCROSSING FED. AID NO. ACIM- 110-1(841)E MAJOR PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 822.0000 822.00 1.000 822 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,150.0000 5,150.00 1.000 5,150 003 TIME-RELATED OVERHEAD (WDAY) WDAY 864.0000 311,040.00 471.000 406,944 004 CONSTRUCTION AREA SIGNS LS 43,050.0000 43,050.00 1.000 43,050 005 TRAFFIC CONTROL SYSTEM LS 3,275,000.0000 3,275,000.00 1.000 3,275,000 006 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 2,738.00 86.000 3,182 007 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 85,500.00 1,982.000 89,190 (LEFT IN PLACE) 008 TEMPORARY RAILING (TYPE K) LF 18.0000 102,960.00 5,720.000 102,960 009 TEMPORARY CRASH CUSHION MODULE EA 195.0000 7,605.00 39.000 7,605 010 JOB SITE MANAGEMENT LS 12,100.0000 12,100.00 1.000 12,100 011 PREPARE STORM WATER POLLUTION PREVENTION LS 1,030.0000 1,030.00 1.000 1,030 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 30.000 15,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 515.0000 15,965.00 31.000 15,965 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 TEMPORARY COVER SQYD 9.2700 11,124.00 1,164.450 10,794 016 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 18,200.00 65.000 18,200 017 TEMPORARY FIBER ROLL LF 4.3800 70,080.00 12,000.000 52,560 018 TEMPORARY GRAVEL BAG BERM LF 4.1700 62,550.00 13,470.000 56,169 019 TEMPORARY CONSTRUCTION ENTRANCE EA 5,720.0000 22,880.00 4.000 22,880 020 STREET SWEEPING LS 82,400.0000 82,400.00 1.000 82,400 021 TEMPORARY CONCRETE WASHOUT LS 32,400.0000 32,400.00 1.000 32,400 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 39,015.00 76,500.000 39,015 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 08/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 01:21 PM ESTIMATE NO. 035 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/21 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/03/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.2100 123,270.00 577,544.000 121,284 024 REMOVE CHANNELIZER EA 3.6000 6,840.00 1,900.000 6,840 025 CLEARING AND GRUBBING (LS) LS 51,500.0000 51,500.00 1.000 51,500 026 ROADWAY EXCAVATION CY 93.7500 468,750.00 4,531.390 424,817 027 ROADWAY EXCAVATION (TYPE COM) CY 342.0000 58,140.00 169.790 58,068 (AERIALLY DEPOSITED LEAD) 028 ROADWAY EXCAVATION (TYPE Z-2) CY 283.0000 50,940.00 137.400 38,884 (AERIALLY DEPOSITED LEAD) 029 DITCH EXCAVATION CY 147.0000 7,203.00 49.000 7,203 030 SLOW-RELEASE FERTILIZER LB 10.3000 9,270.00 900.000 9,270 031 PLANT (GROUP A) EA 9.0100 16,218.00 1,800.000 16,218 032 PLANT ESTABLISHMENT WORK LS 13,400.0000 13,400.00 1.000 13,400 033 WOOD MULCH CY 51.5000 41,200.00 500.000 25,750 034 CHECK AND TEST EXISTING IRRIGATION LS 1,030.0000 1,030.00 1.000 1,030 FACILITIES 035 OPERATE EXISTING IRRIGATION FACILITIES LS 1,545.0000 1,545.00 1.000 1,545 036 REMOVE IRRIGATION FACILITY LS 1,545.0000 1,545.00 1.000 1,545 037 CONTROL AND NEUTRAL CONDUCTORS LS 1,030.0000 1,030.00 1.000 1,030 038 1 1/2" REMOTE CONTROL VALVE EA 670.0000 2,680.00 4.000 2,680 039 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 36.0000 936.00 26.000 936 040 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 47.0000 658.00 14.000 658 041 RISER SPRINKLER ASSEMBLY EA 29.0000 1,015.00 35.000 1,015 042 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.3800 3,504.00 800.000 3,504 (F) LINE) 043 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.7000 1,175.00 250.000 1,175 (F) LINE) 044 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.2000 1,586.00 305.000 1,586 (F) (SUPPLY LINE) 045 2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 3,190.00 580.000 3,190 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (CLASS 315) LF 6.0000 750.00 125.000 750 (F) (SUPPLY LINE) 047 BALL VALVE EA 567.0000 1,134.00 2.000 1,134 048 CLASS 3 AGGREGATE BASE (CY) CY 43.1200 75,460.00 1,750.000 75,460 049 LEAN CONCRETE BASE RAPID SETTING CY 331.0000 268,110.00 878.000 290,618 PROGRAM CAS145 PAGE 3 DATE 08/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 01:21 PM ESTIMATE NO. 035 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/21 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/03/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REPLACE BASE CY 605.0000 175,450.00 242.550 146,742 051 BASE BOND BREAKER (GEOSYNTHETIC) SQYD 3.2000 21,984.00 6,870.000 21,984 052 SLURRY SEAL TON 515.0000 133,900.00 324.120 166,921 053 PREPAVING INERTIAL PROFILER LS 2,600.0000 2,600.00 1.000 2,600 054 HOT MIX ASPHALT (TYPE A) TON 135.0000 17,550.00 130.000 17,550 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 6,573,000.00 60,056.380 6,305,919 056 DATA CORE LS 8,240.0000 8,240.00 1.000 8,240 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.1000 3,255.00 1,036.000 3,211 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.1000 10,075.00 2,806.000 8,698 059 TACK COAT TON 618.0000 47,586.00 67.000 41,406 060 REMOVE ASPHALT CONCRETE DIKE LF 13.8000 81,144.00 5,880.000 81,144 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9600 764,400.00 419,455.820 822,133 062 JOINTED PLAIN CONCRETE PAVEMENT CY 386.8000 858,696.00 2,347.780 908,121 (RSC) 063 DRILL AND BOND (DOWEL BAR) EA 10.3500 139,725.00 9,535.000 98,687 064 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 180.2400 36,048.00 192.220 34,645 065 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 643.0000 3,099,260.00 4,910.430 3,157,406 066 JOINT SEAL (PREFORMED COMPRESSION) LF 8.7000 58,725.00 4,333.000 37,697 067 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 22.2000 95,460.00 4,300.000 95,460 068 GRIND EXISTING CONCRETE SQYD 5.3900 3,773,000.00 692,246.380 3,731,207 PAVEMENT 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,100.0000 5,740.00 1.400 5,740 (F) 070 MINOR CONCRETE (MINOR STRUCTURE) CY 4,420.0000 910,520.00 206.000 910,520 (F) 071 DRILL AND BOND DOWEL LF 21.0000 15,330.00 730.000 15,330 072 RAPID SETTING CONCRETE (PATCH) CF 5,200.0000 16,120.00 3.350 17,420 073 REPAIR SPALLED SURFACE AREA SQFT 15,500.0000 10,850.00 0.700 10,850 074 REMOVE UNSOUND CONCRETE CF 10,360.0000 32,116.00 3.620 37,503 075 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 13,390.00 13,390.000 13,390 076 TREAT BRIDGE DECK SQFT 1.0000 13,390.00 13,390.000 13,390 (F) PROGRAM CAS145 PAGE 4 DATE 08/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 01:21 PM ESTIMATE NO. 035 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/21 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/03/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 185.0000 27,750.00 150.000 27,750 078 24" REINFORCED CONCRETE PIPE LF 272.0000 13,328.00 48.000 13,056 079 24" CORRUGATED STEEL PIPE (.109" THICK) LF 267.0000 8,811.00 33.000 8,811 080 24" STEEL FLARED END SECTION EA 1,340.0000 1,340.00 1.000 1,340 081 ADJUST MANHOLE TO GRADE EA 875.0000 1,750.00 2.000 1,750 082 ADJUST VALVE BOX FRAME AND COVER TO EA 1,235.0000 1,235.00 1.000 1,235 GRADE 083 REMOVE CONCRETE (CHANNEL) CY 1,545.0000 5,871.00 3.800 5,871 084 ROCK SLOPE PROTECTION CY 376.0000 5,640.00 15.000 5,640 (F) (FACING, METHOD B) (CY) 085 CONCRETE (CHANNEL LINING) CY 1,320.0000 1,452.00 1.100 1,452 086 CONCRETE (CONCRETE APRON) CY 4,130.0000 5,782.00 1.400 5,782 087 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 196.00 37.900 151 088 DETECTABLE WARNING SURFACE SQFT 44.0000 91,960.00 2,125.850 93,537 089 MINOR CONCRETE (CURB, SIDEWALK AND CY 545.0000 239,800.00 468.500 255,332 CURB RAMP) 090 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 35.0000 67,900.00 2,089.000 73,115 091 REMOVE CONCRETE (CURB AND GUTTER) LF 23.0000 85,100.00 3,554.000 81,742 092 PRE/POST CONSTRUCTION SURVEYS EA 1,519.0000 182,280.00 101.000 153,419 093 MISCELLANEOUS IRON AND STEEL LB 4.0000 996.00 249.000 996 (F) 094 MODIFYING SIGNAL AND LIGHTING SYSTEM LS 245,000.0000 245,000.00 1.000 245,000 (CITY) 095 CHAIN LINK FENCE (TYPE CL-6) LF 139.0000 5,143.00 37.000 5,143 096 REMOVE CHAIN LINK FENCE LF 57.0000 1,710.00 30.000 1,710 097 REMOVE PAVEMENT MARKER EA 0.8200 91,840.00 112,000.000 91,840 098 GUARD RAILING DELINEATOR EA 33.0000 182,160.00 6,725.000 221,925 099 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5700 208,684.00 90,584.000 232,800 100 RELOCATE ROADSIDE SIGN EA 155.0000 465.00 1.000 155 101 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 27.2900 1,225,321.00 44,856.000 1,224,120 102 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.5700 761,120.00 19,899.700 946,628 103 TRANSITION RAILING (TYPE WB-31) EA 3,580.0000 501,200.00 136.000 486,880 PROGRAM CAS145 PAGE 5 DATE 08/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 01:21 PM ESTIMATE NO. 035 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/21 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/03/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RETURN CAP (TYPE A) EA 258.0000 1,806.00 9.000 2,322 105 END CAP (TYPE A) EA 273.0000 15,288.00 61.000 16,653 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 752.0000 82,720.00 112.000 84,224 107 END ANCHOR ASSEMBLY (TYPE CA) EA 742.0000 5,194.00 9.000 6,678 108 TERMINAL SYSTEM (TYPE SOFTSTOP) EA 4,100.0000 278,800.00 60.000 246,000 109 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 247,000.00 94.000 244,400 110 CONCRETE BARRIER (TYPE 732B) LF 168.0000 337,176.00 2,007.000 337,176 (F) 111 REMOVE GUARDRAIL LF 6.9500 360,705.00 53,617.000 372,638 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 235,110.00 483,856.000 246,766 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 191,880.00 256,691.000 210,486 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 17,298.00 25,195.000 15,620 (BROKEN 12-3) 115 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0900 135,651.00 43,900.000 135,651 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 112,680.00 335,004.000 120,601 (BROKEN 36-12) 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 7,704.00 21,400.000 7,704 (BROKEN 17-7) 118 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 113,400.00 582,172.000 122,256 119 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 1,472.00 3,680.000 1,472 120 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 55,350.00 122,072.000 50,049 121 12" RUMBLE STRIP STA 5,350.0000 6,955.00 1.300 6,955 (CONCRETE PAVEMENT) 122 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,600.0000 2,600.00 1.000 2,600 SYSTEM ELEMENTS DURING CONSTRUCTION 123 INDUCTIVE LOOP DETECTOR (EA) EA 460.0000 234,600.00 606.000 278,760 124 MODIFYING EXISTING ELECTRICAL SYSTEM LS 170,000.0000 170,000.00 1.000 170,000 PROGRAM CAS145 PAGE 6 DATE 08/03/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3009U4 TIME 01:21 PM ESTIMATE NO. 035 BID OPENING 01/25/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/21/21 R.E. NAME: TON, T. DATE OF THIS ESTIMATE 08/03/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,035,627.56 ADJUSTMENT OF COMPENSATION 0.00 -118,755.74 EXTRA WORK 0.00 2,953,784.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 31,870,656.52 125 MOBILIZATION LS 829,350.0000 829,350.00 1.000 829,350 ORIGINAL CONTRACT AMOUNT 29,757,315.00 TOTAL WORK COMPLETED 0.00 32,700,006.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 32,700,006.52 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 05/16/18 360 07/11/18 07/10/18 04/21/21 525 166 111 0 100% 100% TON, T. RESIDENT ENGINEER PROGRAM CAS145 DATE 08/03/21