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 01/25/21 EST. NO. 010 TIME 10:42 AM R.E. NAME: NGUYEN, VU 08-0K1214 --------------------------------------------------------------------------- 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 01/25/21 EST. NO. 010 TIME 10:42 AM R.E. NAME: NGUYEN, VU 08-0K1214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 -10,000.00 005 PERF FAILURE 9-1.16E -40,000.00 005 FHWA 1391 10,000.00 006 PERF FAILURE 9-1.16E 20,000.00 006 PERFORMANCE FAILURE -665,000.00 007 PERFORMANCE FAILURE 665,000.00 008 PCC PAVEMENT FAILURE -590,000.00 010 -590,000.00 -610,000.00 LABOR COMPLIANCE VIOLATION SEPTEMBER 2020 -10,000.00 006 OCTOBER 2020 -10,000.00 007 DECEMBER 2020 -10,000.00 009 OCTOBER 2020 RLS 10,000.00 010 SEPTEMBER 2020 RLS 10,000.00 010 20,000.00 -10,000.00 TOTAL DEDUCTIONS -570,000.00 -620,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 10:42 AM ESTIMATE NO. 010 BID OPENING 11/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 01/25/21 LOCATION PROGRESS ESTIMATE 08-SBD-15-12.5/14.8 ----------------- OHL USA, INC. FROM SIERRA AVENUE UC TO GLEN HELEN 1920 MAIN STREET STE 310 PARKWAY UNDERCROSSING IRVINE CA 92614 FED. AID NO. ACIM-015 -5(165)E REHABILITATE EXISTING MAINLINE AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 002 ENVIRONMENTAL PRODUCT DECLARATIONS LS 7,000.0000 7,000.00 0.500 3,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 720,000.00 10.000 45,000.00 138.000 621,000 004 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.050 2,250.00 0.850 38,250 005 CONSTRUCTION AREA SIGNS LS 75,524.8900 75,524.89 0.700 52,867 006 TRAFFIC CONTROL SYSTEM LS 830,000.0000 830,000.00 0.050 41,500.00 0.850 705,500 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 18,705.8600 18,705.86 0.050 935.29 0.850 15,899 008 TYPE III BARRICADE EA 111.0700 4,553.87 33.000 3,665 009 CHANNELIZER (SURFACE MOUNTED) EA 42.0900 15,994.20 326.000 13,721 010 RETROREFLECTIVE SHEETING (TYPE XI) FOR SQFT 5.1200 5,683.20 957.250 4,901 CONSTRUCTION AREA SIGNS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,000.0000 38,000.00 0.050 1,900.00 0.850 32,300 012 TEMPORARY RAILING (TYPE K) LF 14.0000 439,600.00 25,300.000 354,200 013 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 70.000 21,000 014 TEMPORARY TRAFFIC SCREEN LF 3.5000 108,500.00 6,164.000 21,574 015 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.050 3,000.00 0.850 51,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 0.500 3,750 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 22,000.00 1.000 500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 5,000.00 1.000 250 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 TEMPORARY SOIL BINDER SQYD 0.1200 3,000.00 0.000 0 021 TEMPORARY COVER SQYD 1.7300 3,460.00 15.000 25 022 TEMPORARY DRAINAGE INLET PROTECTION EA 155.2500 3,105.00 30.000 4,657 PROGRAM CAS145 PAGE 2 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 10:42 AM ESTIMATE NO. 010 BID OPENING 11/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.5800 20,640.00 325.000 838 024 TEMPORARY GRAVEL BAG BERM LF 3.3000 330.00 122.670 404 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000 026 STREET SWEEPING LS 120,000.0000 120,000.00 0.050 6,000.00 0.850 102,000 027 TEMPORARY CONCRETE WASHOUT LS 54,000.0000 54,000.00 0.050 2,700.00 0.850 45,900 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TREATED WOOD WASTE LB 0.2100 14,448.00 33,900.000 7,119 030 CLEARING AND GRUBBING (LS) LS 120,000.0000 120,000.00 0.800 96,000 031 DUST PALLIATIVE LS 5,400.0000 5,400.00 0.000 0 032 ROADWAY EXCAVATION CY 54.1000 2,326,300.00 172.300 9,321.43 38,074.810 2,059,847 033 SHOULDER BACKING TON 30.8700 41,365.80 429.880 13,270 034 DITCH EXCAVATION CY 42.3100 4,231.00 0.000 0 035 IMPORTED BORROW (CY) CY 30.2100 105,735.00 0.000 0 036 HYDROSEED SQFT 0.1200 11,928.00 0.000 0 037 COMPOST (CY) CY 61.8000 56,856.00 0.000 0 038 INCORPORATE MATERIALS SQFT 0.0400 3,976.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 63.0000 194,670.00 3,233.660 203,720 040 LEAN CONCRETE BASE CY 150.0000 612,000.00 4,083.880 612,582 041 LEAN CONCRETE BASE RAPID SETTING CY 365.0000 1,405,250.00 54.820 20,009.30 3,149.360 1,149,516 042 BASE BOND BREAKER SQYD 0.5000 28,750.00 11,087.660 5,543 043 PRIME COAT TON 963.0500 7,704.40 13.980 13,463 044 HOT MIX ASPHALT (TYPE A) TON 95.5400 571,329.20 6,772.170 647,013 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 139.9500 79,771.50 576.090 80,623 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0900 648.90 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0900 772.50 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0900 11,834.70 0.000 0 049 PLACE HOT MIX ASPHALT SQYD 84.9800 1,529.64 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 10:42 AM ESTIMATE NO. 010 BID OPENING 11/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 7,931.0000 6,344.80 23.490 186,299 051 REMOVE ASPHALT CONCRETE DIKE LF 0.8600 5,400.80 3,367.800 2,896 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2800 23,839.60 5,799.110 24,820 053 PRECAST JOINTED CONCRETE PAVEMENT (PJCP) CY 908.0800 4,140,844.80 4,074.960 3,700,389 054 JOINTED PLAIN CONCRETE PAVEMENT CY 216.5400 3,118,176.00 1,034.040 223,911.02 14,400.000 3,118,176 055 JOINTED PLAIN CONCRETE PAVEMENT CY 296.2300 2,506,105.80 5,990.880 1,774,678 (RSC) 056 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 1,779.3800 409,257.40 116.840 207,902.76 166.390 296,071 (IPSR) 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 365,200.00 62.000 54,560.00 440.000 387,200 (TYPE R) 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 369,600.00 425.000 374,000 (TYPE R)(MODIFIED) 059 PAVING NOTCH EXTENSION CF 138.8900 30,000.24 25.810 3,584.75 189.810 26,362 060 CLEAN EXPANSION JOINT LF 14.2300 14,372.30 700.000 9,961 061 JOINT SEAL (MR 1 1/2") LF 91.8600 28,476.60 0.000 0 062 JOINT SEAL (MR 2") LF 123.1700 86,219.00 700.000 86,219 063 BONDED JOINT SEAL(MR 1") LF 92.9000 27,126.80 0.000 0 064 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.5400 5,699.40 805.000 2,849 065 BRIDGE REMOVAL (PORTION) LS 104,391.2500 104,391.25 1.000 104,391 066 8" NON-PERFORATED PLASTIC PIPE LF 30.3600 14,572.80 480.000 14,572 UNDERDRAIN 067 REMOVE PIPE (LF) LF 13.2200 6,345.60 0.000 0 068 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 2,696.6500 5,393.30 2.000 5,393 069 REMOVE SLOPE PAVING (SQYD) SQYD 99.8800 5,393.52 54.000 5,393 070 SLOPE PAVING (CONCRETE) CY 873.5600 6,988.48 8.000 6,988 071 MINOR CONCRETE (MISCELLANEOUS CY 366.0800 31,482.88 0.000 0 CONSTRUCTION) 072 REMOVE PAVEMENT MARKER EA 0.5600 1,148.00 5,069.000 2,838 073 DELINEATOR (CLASS 1) EA 36.0500 1,081.50 0.000 0 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7600 7,562.40 3,001.000 8,282 075 PAVEMENT MARKER EA 22.0500 50,715.00 0.000 0 (RETROREFLECTIVE-RECESSED) 076 OBJECT MARKER EA 204.1900 6,329.89 11.000 2,246 PROGRAM CAS145 PAGE 4 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 10:42 AM ESTIMATE NO. 010 BID OPENING 11/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BARRIER MARKER EA 5.5100 1,102.00 257.000 1,416 078 REMOVE ROADSIDE SIGN EA 162.0000 486.00 2.000 324 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 1,108.80 56.000 862 (0.063"-UNFRAMED) 080 ROADSIDE SIGN - ONE POST EA 386.2500 1,931.25 6.000 2,317 081 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6900 150.08 16.000 75 082 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.4400 244,478.40 381.500 9,705.36 4,865.700 123,783 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.7500 171,762.50 1,378.230 52,028 084 TRANSITION RAILING (TYPE WB-31) EA 3,790.4000 34,113.60 1.000 3,790.40 4.000 15,161 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 978.5000 8,806.50 6.000 5,871 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,409.3000 47,730.20 9.000 30,683 087 CONCRETE BARRIER (TYPE 60MS) LF 99.1100 59,466.00 0.000 0 088 CONCRETE BARRIER(TYPE 836 MODIFIED) LF 117.2800 473,224.80 4,035.000 473,224 089 REMOVE GUARDRAIL LF 5.8300 27,517.60 3,625.000 21,133 090 RELOCATE CONCRETE BARRIER (TYPE K) LF 24.4800 2,448.00 100.000 2,448 091 REMOVE CONCRETE BARRIER LF 28.1800 16,908.00 671.500 18,922 092 REMOVE CONCRETE BARRIER (TYPE K) LF 9.5000 5,890.00 380.000 3,610 093 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3100 23,501.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 094 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1100 6,655.00 17,099.000 1,880 095 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 71,500.00 155,194.000 77,597 096 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.3100 463.40 72.000 238 097 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 51,744.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 098 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 6,061.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 099 REMOVE PAINTED TRAFFIC STRIPE LF 0.2300 7,567.00 21,456.000 4,934 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.3100 55.44 0.000 0 102 SHOULDER RUMBLE STRIP (CONCRETE STA 36.0500 5,768.00 0.000 0 PAVEMENT, GROUND-IN INDENTATIONS) 103 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,281.5500 1,281.55 1.000 1,281 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 10:42 AM ESTIMATE NO. 010 BID OPENING 11/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MODIFYING EXISTING ELECTRICAL SYSTEM LS 42,184.4500 42,184.45 0.000 0 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 ISOLATION JOINT SEAL (SILICONE) LF 11.5300 229,447.00 4,116.500 47,463 107 GRIND EXISTING CONCRETE SQYD 6.6600 215,118.00 6,355.070 42,324.77 32,669.070 217,576 PAVEMENT 108 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.9300 126,994.00 0.000 0 (BROKEN 36-12) 109 REMOVE 6" TRAFFIC STRIPE LF 0.2300 14,559.00 57,739.000 13,279 PROGRAM CAS145 PAGE 6 DATE 01/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 10:42 AM ESTIMATE NO. 010 BID OPENING 11/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 01/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 678,395.08 18,258,049.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 11,250.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 678,395.08 18,269,300.75 110 MOBILIZATION LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 ORIGINAL CONTRACT AMOUNT 23,639,088.39 TOTAL WORK COMPLETED 678,395.08 20,369,300.75 MATERIALS ON HAND ON SITE -88,315.32 103,192.75 DEDUCTIONS -570,000.00 -620,000.00 TOTAL 20,079.76 19,852,493.50 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 01/22/20 160 04/22/20 04/13/20 02/26/21 22 58 0 0 84% 14% PROGRESS IS SATISFACTORY NGUYEN, VU RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/21