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 07/23/20 EST. NO. 024 TIME 08:29 PM R.E. NAME: TAREQUE, AKM 07-300804 --------------------------------------------------------------------------- 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 0019 935.00 E.W. @ F.A.(+) 070720 N 138 0 935.00 TOTAL THIS ESTIMATE 1,982,748.25 TOTAL PREVIOUS ESTIMATE 1,983,683.25 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 07/23/20 EST. NO. 024 TIME 08:29 PM R.E. NAME: TAREQUE, AKM 07-300804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DBE CEM 2406 JUN'18 -119,442.00 003 DBE CEM 2406 JUN'18 119,442.00 004 CEM 2406 -120,169.00 009 CEM 2406 120,169.00 010 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY EEO 1391 -2,000.00 016 EEO 1391 2,000.00 017 0.00 0.00 LABOR COMPLIANCE VIOLATION CPR AUG '18 -10,000.00 005 CPR SEPT 2018 -10,000.00 006 CPR OCT '18-APR '19 -8,000.00 013 CPR AUG'18 10,000.00 017 CPR SEPT 2018 10,000.00 018 CPR OCT'18 - APR'19 8,000.00 022 CPR DOCUMENTS -5,000.00 023 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300804 TIME 08:29 PM ESTIMATE NO. 024 BID OPENING 01/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TAREQUE, AKM DATE OF THIS ESTIMATE 07/23/20 LOCATION PROGRESS ESTIMATE 07-LA-101-S0.0/1.9 ----------------- RV CONCRETE, INC. IN LA FROM RTE 5 TO RTE 110 605 E COMMERCIAL ST ANAHEIM CA 92801 FED. AID NO. ACNH-Q101(331)E REPLACE CONCRETE PAVEMNT & ADA CURB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.112 2,240.00 1.000 20,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 250,000.00 17.000 17,000.00 250.000 250,000 004 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.100 1,600.00 1.000 16,000 005 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.010 4,500.00 1.000 450,000 006 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 3,960.00 110.000 3,960 007 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,000.0000 12,000.00 4.040 12,120 008 TEMPORARY RAILING (TYPE K) LF 21.5000 64,285.00 2,990.000 64,285 009 TEMPORARY CRASH CUSHION MODULE EA 178.0000 17,444.00 98.000 17,444 010 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 012 TEMPORARY EROSION CONTROL BLANKET SQYD 6.5000 650.00 100.000 650 013 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 2,000.00 30.000 3,000 014 TEMPORARY FIBER ROLL LF 5.0000 2,000.00 400.000 2,000 015 TEMPORARY GRAVEL BAG BERM LF 5.0000 2,000.00 400.000 2,000 016 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 017 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 18,400.00 22,818.000 9,127 STRIPE (HAZARDOUS WASTE) 018 TREATED WOOD WASTE LB 0.4000 18,120.00 56,600.000 22,640 019 ROADWAY EXCAVATION CY 70.0000 80,500.00 1,142.600 79,982 020 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 20,700.00 40.000 12,000 (AERIALLY DEPOSITED LEAD) 021 MAINTAIN EXISTING PLANTED AREAS LS 5,310.0000 5,310.00 0.100 531.00 1.000 5,310 022 CHECK AND TEST EXISTING IRRIGATION LS 13,300.0000 13,300.00 1.000 13,300 FACILITIES PROGRAM CAS145 PAGE 2 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300804 TIME 08:29 PM ESTIMATE NO. 024 BID OPENING 01/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TAREQUE, AKM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 OPERATE EXISTING IRRIGATION FACILITIES LS 7,080.0000 7,080.00 1.000 7,080 024 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 1.000 10,000 025 CONTROL AND NEUTRAL CONDUCTORS LS 13,100.0000 13,100.00 1.000 13,100 026 1" REMOTE CONTROL VALVE EA 450.0000 450.00 1.000 450 027 1 1/2" REMOTE CONTROL VALVE EA 600.0000 2,400.00 4.000 2,400 028 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 95.4000 2,194.20 23.000 2,194 029 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 950.00 190.000 950 (F) LINE) 030 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.2500 2,546.25 485.000 2,546 (F) LINE) 031 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.4500 1,297.10 238.000 1,297 (F) (SUPPLY LINE) 032 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.6000 291.20 52.000 291 (F) (SUPPLY LINE) 033 2" PLASTIC PIPE (SCHEDULE 40) LF 5.8000 3,903.40 673.000 3,903 (F) (SUPPLY LINE) 034 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 3,298.00 388.000 3,298 (F) (SUPPLY LINE) 035 3" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 1,150.00 115.000 1,150 (F) (SUPPLY LINE) 036 BALL VALVE EA 530.0000 2,120.00 4.000 2,120 037 CLASS 3 AGGREGATE BASE (CY) CY 190.0000 53,200.00 -635.000 -120,650.00 347.320 65,990 038 LEAN CONCRETE BASE RAPID SETTING CY 300.0000 105,000.00 295.580 88,674 039 REPLACE BASE CY 145.0000 7,395.00 0.000 0 040 BASE BOND BREAKER SQYD 6.0000 24,660.00 -3,155.000 -18,930.00 5,135.530 30,813 041 HOT MIX ASPHALT (TYPE A) TON 766.5510 3,909.41 0.000 0 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 142.2300 413,889.30 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 17.8800 2,878.68 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 17.8800 2,074.08 0.000 0 045 TACK COAT TON 990.0000 13,860.00 0.000 0 046 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 277.00 0.000 0 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.9600 121,968.00 0.000 0 048 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 370,000.00 801.860 400,930 (RSC) 049 PLACE DOWEL BARS EA 16.0000 26,240.00 2,046.000 32,736 PROGRAM CAS145 PAGE 3 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300804 TIME 08:29 PM ESTIMATE NO. 024 BID OPENING 01/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TAREQUE, AKM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 612,000.00 1,273.990 764,394 051 REMOVE CONCRETE PAVEMENT (CY) CY 126.0000 28,980.00 -280.000 -35,280.00 286.780 36,134 052 GRIND EXISTING CONCRETE SQYD 6.2500 750,000.00 117,842.700 736,516 PAVEMENT 053 STRUCTURAL CONCRETE, BRIDGE CY 3,000.0000 3,000.00 0.000 0 (F) 054 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 89,000.00 -3.000 -3,000.00 110.780 110,780 (TYPE R) 055 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 27,100.00 27.100 27,100 (F) 056 DRILL AND BOND DOWEL LF 100.0000 2,500.00 25.000 2,500 057 CLEAN EXPANSION JOINT LF 15.0000 870.00 58.000 870 058 JOINT SEAL (MR 1") LF 33.0000 1,914.00 58.000 1,914 059 BAR REINFORCING STEEL (BRIDGE) LB 3.0000 906.00 0.000 0 (F) 060 REPAIR SPALLED SURFACE AREA SQFT 123.0000 50,430.00 410.000 50,430 061 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 0.000 0 062 PAINT BRIDGE IDENTIFICATION EA 500.0000 500.00 1.000 500 063 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 2.000 2,000 064 DETECTABLE WARNING SURFACE SQFT 35.0000 27,300.00 675.600 23,646 065 MINOR CONCRETE (CURB, SIDEWALK AND CY 500.0000 67,500.00 157.991 78,995 CURB RAMP) 066 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 200.0000 44,200.00 -511.000 -102,200.00 275.780 55,156 067 REMOVE CONCRETE (CURB AND GUTTER) LF 50.0000 46,100.00 1,018.230 50,911 068 PRE/POST CONSTRUCTION SURVEYS EA 640.0000 28,160.00 22.000 14,080 069 MISCELLANEOUS IRON AND STEEL LB 10.0000 3,900.00 0.000 0 (F) 070 REMOVE PAVEMENT MARKER EA 1.0000 13,400.00 10,050.000 10,050 071 DELINEATOR (CLASS 1) EA 52.0000 2,236.00 0.000 0 072 GUARD RAILING DELINEATOR EA 35.0000 805.00 23.000 805 073 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 19,100.00 3,931.000 7,862 074 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 32.7500 48,470.00 1,527.500 50,025 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 488,000.00 7,000.000 280,000.00 13,766.500 550,660 076 TRANSITION RAILING (TYPE WB-31) EA 36.5000 438.00 10.000 365 PROGRAM CAS145 PAGE 4 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300804 TIME 08:29 PM ESTIMATE NO. 024 BID OPENING 01/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TAREQUE, AKM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 END CAP (TYPE A) EA 275.0000 825.00 3.000 825 078 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 4,500.00 6.000 4,500 079 TERMINAL SYSTEM (TYPE SOFTSTOP) EA 3,975.0000 23,850.00 3.000 11,925 080 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 17,500.00 7.000 17,500 081 REMOVE GUARDRAIL LF 5.0000 11,700.00 2,340.000 11,700 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 49,850.00 62,045.000 31,022 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 6,748.00 11,622.000 8,135 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 7,980.00 6,874.000 4,811 (BROKEN 12-3) 085 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 27,790.00 6,204.000 21,714 086 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 2,205.00 3,543.000 1,594 (BROKEN 17-7) 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 32,053.50 30,851.000 13,882 (BROKEN 18-12) 088 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 19,875.00 78,820.000 11,823 089 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24,240.00 53,493.000 16,047 090 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.2500 9,925.00 4,099.000 5,123 091 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 092 MODIFYING EXISTING ELECTRICAL SYSTEM LS 293,700.0000 293,700.00 0.047 13,803.90 1.000 293,700 PROGRAM CAS145 PAGE 5 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-300804 TIME 08:29 PM ESTIMATE NO. 024 BID OPENING 01/18/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: TAREQUE, AKM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 40,114.90 4,702,743.77 ADJUSTMENT OF COMPENSATION 0.00 15,308.49 EXTRA WORK 935.00 1,968,374.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 41,049.90 6,686,427.02 093 MOBILIZATION LS 493,000.0000 493,000.00 1.000 493,000 ORIGINAL CONTRACT AMOUNT 5,598,851.12 TOTAL WORK COMPLETED 41,049.90 7,179,427.02 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 41,049.90 7,174,427.02 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 03/20/18 250 05/14/18 05/14/18 12/18/20 234 262 0 0 97% 94% PROGRESS IS SATISFACTORY TAREQUE, AKM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/20