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 05/26/20 EST. NO. 002 TIME 09:17 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 05/26/20 EST. NO. 002 TIME 09:17 AM R.E. NAME: NGUYEN, VU 08-0K1214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 09:17 AM ESTIMATE NO. 002 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 05/20/20 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 05/26/20 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 0.500 2,750.00 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 4.000 18,000.00 9.000 40,500 004 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.100 4,500.00 0.100 4,500 005 CONSTRUCTION AREA SIGNS LS 75,524.8900 75,524.89 0.020 1,510.50 0.670 50,601 006 TRAFFIC CONTROL SYSTEM LS 830,000.0000 830,000.00 0.050 41,500.00 0.150 124,500 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 18,705.8600 18,705.86 0.100 1,870.59 0.100 1,870 008 TYPE III BARRICADE EA 111.0700 4,553.87 5.000 555 009 CHANNELIZER (SURFACE MOUNTED) EA 42.0900 15,994.20 41.000 1,725 010 RETROREFLECTIVE SHEETING (TYPE XI) FOR SQFT 5.1200 5,683.20 757.250 3,877.12 757.250 3,877 CONSTRUCTION AREA SIGNS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,000.0000 38,000.00 0.100 3,800.00 0.200 7,600 012 TEMPORARY RAILING (TYPE K) LF 14.0000 439,600.00 40.000 560.00 10,460.000 146,440 013 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 28.000 8,400 014 TEMPORARY TRAFFIC SCREEN LF 3.5000 108,500.00 1,800.000 6,300.00 1,800.000 6,300 015 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.050 3,000.00 0.100 6,000 016 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 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 5,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 TEMPORARY SOIL BINDER SQYD 0.1200 3,000.00 0.000 0 021 TEMPORARY COVER SQYD 1.7300 3,460.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 155.2500 3,105.00 15.000 2,328.75 15.000 2,328 PROGRAM CAS145 PAGE 2 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 09:17 AM ESTIMATE NO. 002 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 05/20/20 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 TEMPORARY GRAVEL BAG BERM LF 3.3000 330.00 30.000 99.00 30.000 99 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 0.000 0 026 STREET SWEEPING LS 120,000.0000 120,000.00 0.200 24,000.00 0.200 24,000 027 TEMPORARY CONCRETE WASHOUT LS 54,000.0000 54,000.00 0.200 10,800.00 0.200 10,800 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TREATED WOOD WASTE LB 0.2100 14,448.00 0.000 0 030 CLEARING AND GRUBBING (LS) LS 120,000.0000 120,000.00 0.500 60,000.00 0.500 60,000 031 DUST PALLIATIVE LS 5,400.0000 5,400.00 0.000 0 032 ROADWAY EXCAVATION CY 54.1000 2,326,300.00 2,888.600 156,273.26 2,888.600 156,273 033 SHOULDER BACKING TON 30.8700 41,365.80 0.000 0 034 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 0.000 0 040 LEAN CONCRETE BASE CY 150.0000 612,000.00 0.000 0 041 LEAN CONCRETE BASE RAPID SETTING CY 365.0000 1,405,250.00 612.730 223,646.45 612.730 223,646 042 BASE BOND BREAKER SQYD 0.5000 28,750.00 5,252.000 2,626.00 5,252.000 2,626 043 PRIME COAT TON 963.0500 7,704.40 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 95.5400 571,329.20 0.000 0 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 139.9500 79,771.50 0.000 0 046 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 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 09:17 AM ESTIMATE NO. 002 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 05/20/20 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 REMOVE ASPHALT CONCRETE DIKE LF 0.8600 5,400.80 0.000 0 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2800 23,839.60 0.000 0 053 PRECAST JOINTED CONCRETE PAVEMENT (PJCP) CY 908.0800 4,140,844.80 0.000 0 054 JOINTED PLAIN CONCRETE PAVEMENT CY 216.5400 3,118,176.00 0.000 0 055 JOINTED PLAIN CONCRETE PAVEMENT CY 296.2300 2,506,105.80 2,275.870 674,180.97 2,275.870 674,180 (RSC) 056 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 1,779.3800 409,257.40 0.000 0 (IPSR) 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 365,200.00 0.000 0 (TYPE R) 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 369,600.00 0.000 0 (TYPE R)(MODIFIED) 059 PAVING NOTCH EXTENSION CF 138.8900 30,000.24 0.000 0 060 CLEAN EXPANSION JOINT LF 14.2300 14,372.30 0.000 0 061 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 0.000 0 063 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 0.000 0 065 BRIDGE REMOVAL (PORTION) LS 104,391.2500 104,391.25 0.250 26,097.81 0.250 26,097 066 8" NON-PERFORATED PLASTIC PIPE LF 30.3600 14,572.80 0.000 0 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 0.000 0 069 REMOVE SLOPE PAVING (SQYD) SQYD 99.8800 5,393.52 0.000 0 070 SLOPE PAVING (CONCRETE) CY 873.5600 6,988.48 0.000 0 071 MINOR CONCRETE (MISCELLANEOUS CY 366.0800 31,482.88 0.000 0 CONSTRUCTION) 072 REMOVE PAVEMENT MARKER EA 0.5600 1,148.00 1,419.000 794 073 DELINEATOR (CLASS 1) EA 36.0500 1,081.50 0.000 0 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7600 7,562.40 1,105.000 3,049 075 PAVEMENT MARKER EA 22.0500 50,715.00 0.000 0 (RETROREFLECTIVE-RECESSED) 076 OBJECT MARKER EA 204.1900 6,329.89 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 09:17 AM ESTIMATE NO. 002 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 05/20/20 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 REMOVE ROADSIDE SIGN EA 162.0000 486.00 0.000 0 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 1,108.80 0.000 0 (0.063"-UNFRAMED) 080 ROADSIDE SIGN - ONE POST EA 386.2500 1,931.25 0.000 0 081 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6900 150.08 0.000 0 082 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.4400 244,478.40 0.000 0 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.7500 171,762.50 0.000 0 084 TRANSITION RAILING (TYPE WB-31) EA 3,790.4000 34,113.60 0.000 0 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 978.5000 8,806.50 0.000 0 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,409.3000 47,730.20 0.000 0 087 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 0.000 0 089 REMOVE GUARDRAIL LF 5.8300 27,517.60 0.000 0 090 RELOCATE CONCRETE BARRIER (TYPE K) LF 24.4800 2,448.00 0.000 0 091 REMOVE CONCRETE BARRIER LF 28.1800 16,908.00 0.000 0 092 REMOVE CONCRETE BARRIER (TYPE K) LF 9.5000 5,890.00 300.000 2,850 093 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 0.000 0 095 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 71,500.00 66,180.000 33,090 096 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.3100 463.40 0.000 0 097 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 27,242.000 6,265 100 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 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 09:17 AM ESTIMATE NO. 002 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 05/20/20 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,969.500 22,708.34 1,969.500 22,708 107 GRIND EXISTING CONCRETE SQYD 6.6600 215,118.00 20,564.000 136,956.24 20,564.000 136,956 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 22,406.000 5,153.38 52,705.000 12,122 PROGRAM CAS145 PAGE 6 DATE 05/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 09:17 AM ESTIMATE NO. 002 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 05/20/20 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 05/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,432,538.41 1,814,791.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,432,538.41 1,814,791.05 110 MOBILIZATION LS 2,100,000.0000 2,100,000.00 0.500 1,050,000.00 0.500 1,050,000 ORIGINAL CONTRACT AMOUNT 23,639,088.39 TOTAL WORK COMPLETED 2,482,538.41 2,864,791.05 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,482,538.41 2,864,791.05 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 12/30/20 9 21 0 0 12% 6% PROGRESS IS SATISFACTORY NGUYEN, VU RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/20