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 02/25/22 EST. NO. 020 TIME 11:09 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 --------------------------------------------------------------------------- 010 0019 1,753.63 E.W. @ F.A.(+) 072721 N 11.0 0 0019-1 -1,753.63 072721 N 11.0 0 DAO CORRECTING ENTRY 019 0001 194,423.31 A.C. @ L.S.(+) 022422 N 01 0 194,423.31 TOTAL THIS ESTIMATE 201,315.97 TOTAL PREVIOUS ESTIMATE 395,739.28 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 02/25/22 EST. NO. 020 TIME 11:09 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 PCC PAVEMENT FAILURE -985,000.00 011 PCC PAVEMENT FAILURE -600,000.00 012 PCC PAVEMENT FAILURE 545,000.00 013 PERFORMANCE FAILURE -50,000.00 015 RETURN STAGE 6 1,390,280.21 016 MISSING CEM2402F -10,000.00 019 PCC PAVEMENT FAILURE 239,719.79 019 PER FAIL PCCSEC10226 -1,633,500.00 019 PERF FAILURE 9-1.16E 20,000.00 019 PERFORMANCE FAILURE 50,000.00 019 MISSING CEM2402F RLS 10,000.00 020 10,000.00 -1,633,500.00 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 FEBRUARY 2020 -10,000.00 011 15 DAYS OF LD @ 13.5 -202,500.00 012 15 DAYS OF LD @13500 202,500.00 013 DECEMBER 2020 RLS 10,000.00 020 FEBRUARY 2020 RLS 10,000.00 020 20,000.00 0.00 LIQUIDATED DAMAGES 30 DAYS @ $13500 -405,000.00 017 23 DAYS @ $13500 -303,000.00 018 23 DAYS @13500 303,000.00 019 30 DAYS @13500 405,000.00 019 0.00 0.00 TOTAL DEDUCTIONS 30,000.00 -1,633,500.00 PROGRAM CAS145 PAGE 1 DATE 02/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 11:09 AM ESTIMATE NO. 020 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 10/15/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 02/25/22 LOCATION SEMI-FINAL 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 1.000 7,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 720,000.00 160.000 720,000 004 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000 005 CONSTRUCTION AREA SIGNS LS 75,524.8900 75,524.89 1.000 75,524 006 TRAFFIC CONTROL SYSTEM LS 830,000.0000 830,000.00 1.000 830,000 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 18,705.8600 18,705.86 1.000 18,705 008 TYPE III BARRICADE EA 111.0700 4,553.87 41.000 4,553 009 CHANNELIZER (SURFACE MOUNTED) EA 42.0900 15,994.20 380.000 15,994 010 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 1.000 38,000 012 TEMPORARY RAILING (TYPE K) LF 14.0000 439,600.00 30,280.000 423,920 013 TEMPORARY CRASH CUSHION MODULE EA 300.0000 29,400.00 98.000 29,400 014 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 1.000 60,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 1.000 7,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 22,000.00 6.000 3,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 5,000.00 4.000 1,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 020 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 02/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 11:09 AM ESTIMATE NO. 020 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 10/15/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 02/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,640.00 775.000 1,999 024 TEMPORARY GRAVEL BAG BERM LF 3.3000 330.00 151.840 501 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000 026 STREET SWEEPING LS 120,000.0000 120,000.00 1.000 120,000 027 TEMPORARY CONCRETE WASHOUT LS 54,000.0000 54,000.00 1.000 54,000 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TREATED WOOD WASTE LB 0.2100 14,448.00 50,520.000 10,609 030 CLEARING AND GRUBBING (LS) LS 120,000.0000 120,000.00 1.000 120,000 031 DUST PALLIATIVE LS 5,400.0000 5,400.00 0.000 0 032 ROADWAY EXCAVATION CY 54.1000 2,326,300.00 43,000.000 2,326,300 033 SHOULDER BACKING TON 30.8700 41,365.80 1,395.460 43,077 034 DITCH EXCAVATION CY 42.3100 4,231.00 100.000 4,231 035 IMPORTED BORROW (CY) CY 30.2100 105,735.00 0.000 0 036 HYDROSEED SQFT 0.1200 11,928.00 99,320.000 11,918 037 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 3,622.060 1,322,051 042 BASE BOND BREAKER SQYD 0.5000 28,750.00 16,695.010 8,347 043 PRIME COAT TON 963.0500 7,704.40 13.980 13,463 044 HOT MIX ASPHALT (TYPE A) TON 95.5400 571,329.20 7,576.020 723,812 045 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 648.90 264.200 816 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0900 772.50 696.000 2,150 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0900 11,834.70 3,951.000 12,208 049 PLACE HOT MIX ASPHALT SQYD 84.9800 1,529.64 29.410 2,499 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 02/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 11:09 AM ESTIMATE NO. 020 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 10/15/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 02/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.680 219,530 051 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 4,245.610 3,855,353 054 JOINTED PLAIN CONCRETE PAVEMENT CY 216.5400 3,118,176.00 14,603.700 3,162,285 055 JOINTED PLAIN CONCRETE PAVEMENT CY 296.2300 2,506,105.80 7,424.600 2,199,389 (RSC) 056 INDIVIDUAL PRECAST SLAB REPLACEMENT CY 1,779.3800 409,257.40 224.486 399,445 (IPSR) 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 365,200.00 440.000 387,200 (TYPE R) 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 880.0000 369,600.00 468.000 411,840 (TYPE R)(MODIFIED) 059 PAVING NOTCH EXTENSION CF 138.8900 30,000.24 216.000 30,000 060 CLEAN EXPANSION JOINT LF 14.2300 14,372.30 1,010.000 14,372 061 JOINT SEAL (MR 1 1/2") LF 91.8600 28,476.60 296.000 27,190 062 JOINT SEAL (MR 2") LF 123.1700 86,219.00 700.000 86,219 063 BONDED JOINT SEAL(MR 1") LF 92.9000 27,126.80 266.000 24,711 064 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.5400 5,699.40 1,693.010 5,993 065 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 6,345.60 480.000 6,345 068 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 18.540 6,787 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 30.000 1,081 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7600 7,562.40 3,001.000 8,282 075 PAVEMENT MARKER EA 22.0500 50,715.00 2,971.000 65,510 (RETROREFLECTIVE-RECESSED) 076 OBJECT MARKER EA 204.1900 6,329.89 31.000 6,329 PROGRAM CAS145 PAGE 4 DATE 02/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 11:09 AM ESTIMATE NO. 020 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 10/15/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 02/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 486 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 1,108.80 72.000 1,108 (0.063"-UNFRAMED) 080 ROADSIDE SIGN - ONE POST EA 386.2500 1,931.25 7.000 2,703 081 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6900 150.08 32.000 150 082 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.4400 244,478.40 9,962.500 253,446 083 VEGETATION CONTROL (MINOR CONCRETE) SQYD 37.7500 171,762.50 4,991.740 188,438 084 TRANSITION RAILING (TYPE WB-31) EA 3,790.4000 34,113.60 8.000 30,323 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 978.5000 8,806.50 12.000 11,742 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,409.3000 47,730.20 14.000 47,730 087 CONCRETE BARRIER (TYPE 60MS) LF 99.1100 59,466.00 672.000 66,601 088 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 4,245.000 24,748 090 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 5,890.00 620.000 5,890 093 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3100 23,501.00 8,284.000 27,420 (ENHANCED WET NIGHT VISIBILITY) 094 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1100 6,655.00 60,400.000 6,644 095 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 81,152.000 53,560 (ENHANCED WET NIGHT VISIBILITY) 098 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 6,061.00 13,998.000 15,397 (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 24.000 55 102 SHOULDER RUMBLE STRIP (CONCRETE STA 36.0500 5,768.00 160.000 5,768 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 02/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 11:09 AM ESTIMATE NO. 020 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 10/15/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 02/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 42,184 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 ISOLATION JOINT SEAL (SILICONE) LF 11.5300 229,447.00 19,900.000 229,447 107 GRIND EXISTING CONCRETE SQYD 6.6600 215,118.00 33,124.840 220,611 PAVEMENT 108 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.9300 126,994.00 65,800.000 126,994 (BROKEN 36-12) 109 REMOVE 6" TRAFFIC STRIPE LF 0.2300 14,559.00 57,739.000 13,279 PROGRAM CAS145 PAGE 6 DATE 02/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K1214 TIME 11:09 AM ESTIMATE NO. 020 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 10/15/21 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 02/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,045,128.53 ADJUSTMENT OF COMPENSATION 194,423.31 -45,514.49 EXTRA WORK 0.00 441,253.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 194,423.31 21,440,867.81 110 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 194,423.31 23,540,867.81 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 30,000.00 -1,633,500.00 TOTAL 224,423.31 21,907,367.81 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 01/22/20 160 04/22/20 04/13/20 10/15/21 281 134 0 0 100% 100% NGUYEN, VU RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/22