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 08/21/20 EST. NO. 019 TIME 02:04 PM R.E. NAME: AMARJIT DHALIWAL 06-0G8514 --------------------------------------------------------------------------- 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 08/21/20 EST. NO. 019 TIME 02:04 PM R.E. NAME: AMARJIT DHALIWAL 06-0G8514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LANE CLOSURE COMP -27,576.85 008 LANE CLOSURE NON-COM -97,926.95 012 REL LANE CLOSE COMP 27,576.85 012 HMA COMPACTION REDUC -11,690.94 013 LANE CLOSURE NON-COM -383,026.02 013 REL LANE CLOSURE COM 97,926.95 013 REL LANE CLOSE NON-C 383,026.02 014 CPM SWPPP NON COMP -254,415.79 017 REL CPM SWPPP EST.17 254,415.79 018 0.00 -11,690.94 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 003 MISSING PAYROLL -5,000.00 004 MISSING PAYROLL -10,000.00 006 MISSING PAYROLL -5,000.00 007 REC'D PAYROLL EST.04 5,000.00 007 REC'D PAYROLL EST. 7 5,000.00 008 MISSING PAYROLL -10,000.00 009 MISSING PAYROLL -10,000.00 010 REC'D PAYROLL EST.10 10,000.00 012 REC'D PAYROLL EST.06 10,000.00 014 MISSING PAYROLL -10,000.00 017 MISSING PAYROLL -10,000.00 018 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -51,690.94 PROGRAM CAS145 PAGE 1 DATE 08/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8514 TIME 02:04 PM ESTIMATE NO. 019 BID OPENING 04/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 08/21/20 LOCATION PROGRESS ESTIMATE 06-KER-58-R52.7/R55.5 ----------------- SECURITY PAVING COMPANY, INC. IN BAKERSFIELD FROM ROUTE 58/99 3075 TOWNSGATE ROAD STE, 200 SEPARATION TO COTTONWOOD ROAD WESTLAKE VILLAGE CA 91361 FED. AID NO. ACNH-P058(128)E ROADWAY REHABILITATION (3R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 1,106,000.00 21.000 58,800.00 343.000 960,400 004 CONSTRUCTION AREA SIGNS LS 140,000.0000 140,000.00 0.040 5,600.00 0.760 106,400 005 TRAFFIC CONTROL SYSTEM LS 820,000.0000 820,000.00 0.050 41,000.00 0.850 697,000 006 TYPE III BARRICADE EA 90.0000 4,770.00 21.000 1,890 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 3.2000 636,800.00 25,715.000 82,288.00 164,651.000 526,883 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 26.5000 7,155.00 126.000 3,339 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 61,600.00 45.000 1,800.00 240.000 9,600 010 TEMPORARY PAVEMENT MARKER EA 6.3500 116,205.00 3,040.000 19,304.00 16,757.000 106,406 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,000.0000 19,000.00 0.050 950.00 0.850 16,150 012 TEMPORARY RAILING (TYPE K) LF 8.7500 786,625.00 15,800.000 138,250.00 84,520.000 739,550 013 TEMPORARY CRASH CUSHION MODULE EA 190.0000 72,200.00 21.000 3,990.00 259.000 49,210 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,200.0000 6,400.00 1.000 3,200 SYSTEM 015 JOB SITE MANAGEMENT LS 38,800.0000 38,800.00 0.050 1,940.00 0.850 32,980 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 MOVE-IN/MOVE-OUT EA 180.0000 1,440.00 1.000 180 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 11,050.00 4,840.000 3,146 (BONDED FIBER MATRIX) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 35,750.00 63.000 17,325 021 TEMPORARY FIBER ROLL LF 3.5000 21,280.00 2,425.000 8,487.50 5,257.000 18,399 022 TEMPORARY SILT FENCE LF 3.5000 5,425.00 386.000 1,351 PROGRAM CAS145 PAGE 2 DATE 08/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8514 TIME 02:04 PM ESTIMATE NO. 019 BID OPENING 04/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 08/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 54,400.00 0.000 0 024 STREET SWEEPING LS 38,900.0000 38,900.00 0.050 1,945.00 0.850 33,065 025 TEMPORARY CONCRETE WASHOUT LS 11,900.0000 11,900.00 0.050 595.00 0.850 10,115 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0500 33,285.00 30,235.000 31,746 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 1.0000 1,280.00 886.000 886 028 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 0.050 3,750.00 0.850 63,750 029 ROADWAY EXCAVATION CY 28.1500 1,984,575.00 10,689.000 300,895.35 61,480.000 1,730,662 030 WOOD MULCH CY 54.3500 45,110.50 0.000 0 031 CHECK AND TEST EXISTING IRRIGATION LS 7,500.0000 7,500.00 0.500 3,750 FACILITIES 032 OPERATE EXISTING IRRIGATION FACILITIES LS 12,500.0000 12,500.00 0.030 375 033 SALVAGE IRRIGATION FACILITY LS 20,000.0000 20,000.00 0.000 0 034 8" CORRUGATED HIGH DENSITY LF 300.0000 10,800.00 36.000 10,800.00 36.000 10,800 POLYETHYLENE PIPE CONDUIT 035 HYDROMULCH SQFT 0.0400 7,200.00 0.000 0 036 FIBER ROLLS LF 4.0000 36,720.00 0.000 0 037 HYDROSEED SQFT 0.0900 16,200.00 0.000 0 038 COMPOST (CY) CY 47.0000 50,760.00 0.000 0 039 INCORPORATE MATERIALS SQFT 0.0500 9,000.00 0.000 0 040 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 10,000.00 0.000 0 041 LEAN CONCRETE BASE CY 237.0000 229,890.00 82.800 19,623.60 524.400 124,282 042 HOT MIX ASPHALT (TYPE A) TON 98.4500 2,254,505.00 3,000.000 295,350.00 18,419.260 1,813,376 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 17.0000 5,100.00 0.000 0 044 PLACE HOT MIX ASPHALT SQYD 33.0000 17,820.00 0.000 0 (MISCELLANEOUS AREA) 045 TACK COAT TON 850.0000 8,500.00 3.120 2,652 046 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 11,820.00 3,934.000 11,802 047 CONTINUOUSLY REINFORCED CONCRETE CY 244.5000 8,679,750.00 527.110 128,878.40 22,474.070 5,494,910 PAVEMENT 048 DRILL AND BOND (DOWEL BAR) EA 14.8500 674,190.00 24,661.000 366,215 049 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,235.0000 148,200.00 0.000 0 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 08/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8514 TIME 02:04 PM ESTIMATE NO. 019 BID OPENING 04/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 08/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 AGGREGATE BASE (APPROACH SLAB) CY 90.0000 5,580.00 0.000 0 051 STRUCTURAL CONCRETE, APPROACH SLAB CY 810.0000 485,190.00 116.980 94,753.80 394.000 319,140 (TYPE R) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 36,000.00 0.000 0 053 PAVING NOTCH EXTENSION CF 215.0000 70,950.00 45.000 9,675.00 166.500 35,797 054 JOINT SEAL (MR 1") LF 72.0000 31,752.00 0.000 0 055 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.7500 284,453.75 59,885.000 284,453.75 59,885.000 284,453 (F) 056 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.6600 39,524.10 0.000 0 (F) 057 12" WELDED STEEL PIPE (.250" THICK) LF 350.0000 49,000.00 137.700 48,195.00 137.700 48,195 058 REMOVE CULVERT (LF) LF 50.0000 3,000.00 60.000 3,000.00 60.000 3,000 059 REMOVE INLET EA 1,500.0000 12,000.00 8.000 12,000.00 8.000 12,000 060 ADJUST INLET EA 1,800.0000 46,800.00 23.000 41,400 061 REMOVE SLOPE PAVING (SQYD) SQYD 135.0000 2,565.00 0.000 0 062 SLOPE PAVING (CONCRETE) CY 715.0000 214,500.00 0.000 0 063 PCC DIKE (TYPE E) LF 29.1500 208,422.50 298.000 8,686.70 3,756.000 109,487 064 MISCELLANEOUS IRON AND STEEL LB 2.5000 8,060.00 0.000 0 (F) 065 SURVEY MONUMENT (TYPE A) EA 3,200.0000 38,400.00 0.000 0 066 REMOVE PAVEMENT MARKER EA 1.0500 22,260.00 1,370.000 1,438.50 5,197.000 5,456 067 DELINEATOR (CLASS 1) EA 100.0000 1,500.00 0.000 0 068 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.3500 23,050.50 387.000 2,457 069 MODIFIED OBJECT MARKER (TYPE L-2) EA 100.0000 1,200.00 0.000 0 070 REMOVE SIGN EA 2,200.0000 2,200.00 0.000 0 071 REMOVE ROADSIDE SIGN EA 80.0000 240.00 0.000 0 072 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 32.0000 32,640.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 101.25 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1000 387.20 0.000 0 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.4500 2,528.50 0.000 0 (0.063"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 08/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8514 TIME 02:04 PM ESTIMATE NO. 019 BID OPENING 04/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 08/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 RETROREFELECTIVE SHEETING (TYPE XI) SQFT 5.3000 6,307.00 0.000 0 077 ROADSIDE SIGN - ONE POST EA 245.0000 735.00 0.000 0 078 ROADSIDE SIGN - TWO POST EA 390.0000 1,950.00 0.000 0 079 REMOVE GUARDRAIL LF 40.0000 3,000.00 75.000 3,000 080 THERMOPLASTIC PAVEMENT MARKING SQFT 7.4000 12,136.00 921.000 6,815 (ENHANCED WET NIGHT VISIBILITY) 081 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 1,346.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 47,508.00 12,800.000 9,472 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 083 PAINT TRAFFIC STRIPE (1-COAT) LF 0.5300 67,310.00 27,238.000 14,436 084 PAINT PAVEMENT MARKING (2-COAT) SQFT 26.2500 708.75 126.000 3,307 085 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 106,050.00 11,463.000 12,036 (ENHANCED WET NIGHT VISIBILITY) 086 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1500 26,445.00 2,975.000 6,396 (ENHANCED WET NIGHT VISIBILITY) 087 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 13,125.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 088 REMOVE PAINTED TRAFFIC STRIPE LF 0.6500 25,805.00 3,997.000 2,598.05 35,065.000 22,792 089 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 25,805.00 26,180.000 17,017 090 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 4,712.00 126.000 390 091 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,600.0000 1,600.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 092 MODIFYING EXISTING ELECTRICAL SYSTEM LS 408,000.0000 408,000.00 0.271 110,568.00 0.276 112,608 PROGRAM CAS145 PAGE 5 DATE 08/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G8514 TIME 02:04 PM ESTIMATE NO. 019 BID OPENING 04/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 08/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,699,615.65 14,073,208.56 ADJUSTMENT OF COMPENSATION 0.00 1,495.81 EXTRA WORK 0.00 103,100.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,699,615.65 14,177,804.58 093 MOBILIZATION LS 1,274,000.0000 1,274,000.00 1.000 1,274,000 ORIGINAL CONTRACT AMOUNT 22,008,253.85 TOTAL WORK COMPLETED 1,699,615.65 15,451,804.58 MATERIALS ON HAND ON SITE -374,306.00 134,118.00 DEDUCTIONS 0.00 -51,690.94 TOTAL 1,325,309.65 15,534,231.64 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 05/29/18 395 02/04/19 02/04/19 11/17/20 343 44 8 0 69% 85% PROGRESS UNSATISFACTORY AMARJIT DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/20