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 07/24/23 EST. NO. 009 TIME 04:44 PM R.E. NAME: NGUYEN, NHAN 08-0G6914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0001 7,205.04 E.W. @ F.A.(+) 050823 N 018800 0002 13,292.59 051223 N 018801 20,497.63 TOTAL THIS ESTIMATE 152,592.52 TOTAL PREVIOUS ESTIMATE 173,090.15 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 07/24/23 EST. NO. 009 TIME 04:44 PM R.E. NAME: NGUYEN, NHAN 08-0G6914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JULY 2023 -10,000.00 009 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 04:44 PM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 07/24/23 LOCATION PROGRESS ESTIMATE 08-SBD-18-44.3/48.4 ----------------- SUKUT CONSTRUCTION, LLC ON STATE ROUTE 2 @ VAR LOCATIONS FR 4010 W. CHANDLER AVENUE; CARIDINAL RD TO DESERT FRONT; ON__ SANTA ANA CA 92704 STATE ROUTE18 @ VAR LOC FROM ASH SIDEHILL TO CEDAR SIDEHILL VIADUCT ON STATE RTE 138 @ VAR LOC________ FED. AID NO. N O N E RELINE OR REPLACE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.050 250.00 0.900 4,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,750.0000 385,000.00 22.000 38,500.00 148.000 259,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 1.000 2,000.00 4.000 8,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 1.000 200.00 6.000 1,200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.050 750.00 0.900 13,500 007 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.050 4,000.00 0.900 72,000 008 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.050 2,500.00 0.900 45,000 009 FLASHING ARROW SIGN EA 3,300.0000 79,200.00 22.000 72,600 010 TYPE III BARRICADE EA 185.0000 20,350.00 90.000 16,650 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 38,520.00 30,100.000 12,040.00 155,335.000 62,134 012 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 39,520.00 786.000 40,872 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 140.0000 8,400.00 10.000 1,400 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 4.5000 7,290.00 256.000 1,152.00 2,288.000 10,296 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,000.0000 60,000.00 3.500 52,500 016 TEMPORARY AUTOMATED END OF QUEUE EA 225.0000 13,500.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 017 END OF QUEUE MONITORING AND EA 175.0000 10,500.00 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 018 TEMPORARY RAILING (TYPE K) LF 70.0000 30,800.00 280.000 19,600 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,250.0000 93,500.00 20.000 85,000 020 TEMPORARY RADAR SPEED FEEDBACK EA 8,500.0000 102,000.00 11.000 93,500 SIGN SYSTEM 021 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.050 2,500.00 0.900 45,000 PROGRAM CAS145 PAGE 2 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 04:44 PM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.900 2,250 PLAN 023 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 14.000 7,000 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 3,825.00 10.000 4,250 025 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 026 TEMPORARY SOIL BINDER SQYD 0.3000 6,000.00 11,453.000 3,435 027 TEMPORARY FIBER ROLL LF 7.0000 7,000.00 0.000 0 028 TEMPORARY GRAVEL BAG BERM LF 12.0000 4,800.00 650.000 7,800 029 TEMPORARY CONCRETE WASHOUT LS 1,150.0000 1,150.00 0.050 57.50 0.900 1,035 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 60,000.0000 60,000.00 0.050 3,000.00 0.900 54,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 12,915.00 36,917.000 16,612 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.7500 495.00 0.000 0 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 110,000.0000 110,000.00 0.050 5,500.00 0.900 99,000 034 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 1.000 4,000 035 INVASIVE SPECIES CONTROL LS 35,000.0000 35,000.00 1.000 35,000 036 TEMPORARY HIGH-VISIBILITY FENCE LF 5.8500 29,250.00 0.000 0 037 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 038 ROADWAY EXCAVATION CY 10.5000 137,550.00 10,154.000 106,617 039 SHOULDER BACKING TON 70.0000 5,110.00 73.000 5,110 040 STRUCTURE BACKFILL (SLURRY CEMENT) CY 35.0000 52,500.00 1,500.000 52,500 (F) 041 IMPORTED BORROW (CY) CY 24.0000 136,320.00 0.000 0 042 ROADSIDE CLEARING LS 135,000.0000 135,000.00 1.000 135,000 043 SOIL AMENDMENT CY 122.0000 500.20 0.000 0 044 SLOW-RELEASE FERTILIZER LB 6.7500 148.50 0.000 0 045 PLANT (GROUP A) EA 53.0000 2,544.00 0.000 0 046 PLANT (GROUP B) EA 104.0000 6,240.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 58,000.0000 58,000.00 0.000 0 048 FOLIAGE PROTECTOR EA 39.0000 4,290.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 04:44 PM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 HYDROSEED SQFT 0.1100 68,750.00 0.000 0 050 CLASS 2 AGGREGATE BASE (CY) CY 165.0000 49,500.00 211.000 34,815.00 375.000 61,875 051 PRIME COAT TON 2,400.0000 7,200.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 205.0000 248,050.00 132.170 27,094.85 515.170 105,609 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 11.5000 3,335.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 12.7500 1,912.50 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.7500 3,315.00 0.000 0 056 TACK COAT TON 2,950.0000 11,800.00 2.000 5,900 057 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 3,440.00 107.000 856.00 546.000 4,368 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 65.0000 39,000.00 212.000 13,780.00 572.000 37,180 059 TEMPORARY SHORING LS 221,000.0000 221,000.00 0.200 44,200 060 STRUCTURAL CONCRETE, HEADWALL CY 1,650.0000 46,200.00 16.000 26,400.00 28.000 46,200 (F) 061 MINOR CONCRETE CY 1,400.0000 35,000.00 1.500 2,100.00 11.950 16,730 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 725.0000 45,675.00 2.000 1,450.00 63.000 45,675 (F) 063 24" CORRUGATED STEEL PIPE (.138" THICK) LF 380.0000 319,200.00 840.000 319,200 064 36" CORRUGATED STEEL PIPE (.168" THICK) LF 525.0000 157,500.00 300.000 157,500 065 48" CORRUGATED STEEL PIPE (.168" THICK) LF 425.0000 136,000.00 0.000 0 066 60" CORRUGATED STEEL PIPE (.138" THICK) LF 750.0000 142,500.00 190.000 142,500 067 90" CORRUGATED STEEL PIPE (.138" THICK) LF 1,150.0000 46,000.00 0.000 0 068 18" CORRUGATED STEEL PIPE (.138" THICK) LF 525.0000 178,500.00 361.000 189,525 069 36" CORRUGATED STEEL PIPE INLET LF 1,850.0000 37,000.00 20.000 37,000 (.168" THICK) 070 18" ALTERNATIVE FLARED END SECTION EA 1,100.0000 1,100.00 1.000 1,100 071 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 4,400.00 4.000 4,400 072 36" ALTERNATIVE FLARED END SECTION EA 1,850.0000 1,850.00 1.000 1,850 073 48" ALTERNATIVE FLARED END SECTION EA 3,200.0000 6,400.00 0.000 0 074 60" ALTERNATIVE FLARED END SECTION EA 5,000.0000 10,000.00 2.000 10,000 075 REMOVE CULVERT (LF) LF 11.5000 19,435.00 1,747.000 20,090 PROGRAM CAS145 PAGE 4 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 04:44 PM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE INLET EA 2,100.0000 10,500.00 4.000 8,400 077 REMOVE HEADWALL EA 2,100.0000 6,300.00 3.000 6,300 078 CLEANING, INSPECTING, AND PREPARING LF 10.0000 6,300.00 7.000 70.00 622.000 6,220 CULVERT (LF) 079 CULVERT CONTACT GROUTING CY 2,500.0000 30,000.00 0.000 0 080 CONCRETE INVERT PAVING CY 2,000.0000 20,000.00 8.000 16,000.00 8.000 16,000 081 CULVERT SLURRY-CEMENT BACKFILL CY 2,500.0000 12,500.00 0.000 0 082 18" CURED-IN-PLACE PIPELINER LF 260.0000 13,000.00 50.000 13,000 083 24" CURED-IN-PLACE PIPELINER LF 155.0000 89,900.00 73.800 11,439.00 601.800 93,279 084 ROCK SLOPE PROTECTION CY 175.0000 1,400.00 8.000 1,400 (300 LB, CLASS IV, METHOD B) (CY) 085 ROCK SLOPE PROTECTION CY 175.0000 1,050.00 6.000 1,050 (150 LB, CLASS III, METHOD B) (CY) 086 ROCK SLOPE PROTECTION CY 175.0000 4,025.00 23.000 4,025 (60 LB, CLASS II, METHOD B) (CY) 087 ROCK SLOPE PROTECTION CY 140.0000 35,000.00 0.000 0 (1T, CLASS VIII, METHOD B) 088 ROCK SLOPE PROTECTION CY 175.0000 700.00 4.000 700 (20 LB, CLASS I, METHOD B) (CY) 089 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 22.0000 7,920.00 125.000 2,750 090 MISCELLANEOUS IRON AND STEEL LB 3.5000 12,663.00 306.000 1,071.00 3,618.000 12,663 (F) 091 REMOVE PAVEMENT MARKER EA 1.1500 1,552.50 256.000 294.40 1,319.000 1,516 092 GUARD RAILING DELINEATOR EA 225.0000 675.00 0.000 0 093 PAVEMENT MARKER EA 17.0000 22,950.00 1,283.000 21,811.00 2,110.000 35,870 (RETROREFLECTIVE-RECESSED) 094 MARKER (CULVERT) EA 100.0000 2,400.00 0.000 0 095 BARRIER MARKER EA 9.0000 22,410.00 505.000 4,545 096 OBJECT MARKER EA 100.0000 100.00 0.000 0 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 85.0000 170.00 2.000 170.00 2.000 170 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 308.00 22.000 308.00 22.000 308 (0.080"-UNFRAMED) 099 ROADSIDE SIGN - ONE POST EA 615.0000 1,230.00 2.000 1,230.00 2.000 1,230 100 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 49,200.00 285.000 17,100.00 713.000 42,780 101 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 187,850.00 664.500 56,482 102 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 86.0000 392,160.00 1,272.000 109,392.00 2,804.000 241,144 PROGRAM CAS145 PAGE 5 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 04:44 PM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 END ANCHOR ASSEMBLY (TYPE SFT) EA 940.0000 2,820.00 3.000 2,820 104 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 27,500.00 2.000 11,000.00 5.000 27,500 105 ALTERNATIVE CRASH CUSHION SYSTEM EA 44,000.0000 264,000.00 3.000 132,000.00 6.000 264,000 106 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 73,440.00 124,803.000 106,082.55 124,803.000 106,082 (SPRAYABLE) 109 REMOVE 6" TRAFFIC STRIPE LF 0.4000 14,800.00 23,062.000 9,224.80 60,536.000 24,214 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.050 250.00 0.900 4,500 SYSTEM ELEMENTS DURING CONSTRUCTION 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.2500 115,050.00 3,180.000 10,335.00 17,043.000 55,389 113 REMOVE GUARDRAIL LF 21.5000 14,620.00 200.000 4,300.00 1,074.000 23,091 114 REMOVE DOUBLE METAL BEAM BARRIER LF 19.5000 92,625.00 3,017.000 58,831 PROGRAM CAS145 PAGE 6 DATE 07/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 04:44 PM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 07/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 633,023.10 3,837,528.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,497.63 173,090.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 653,520.73 4,010,618.60 115 MOBILIZATION LS 225,000.0000 225,000.00 1.000 225,000 ORIGINAL CONTRACT AMOUNT 5,568,898.70 TOTAL WORK COMPLETED 653,520.73 4,235,618.60 MATERIALS ON HAND ON SITE -206,127.73 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 437,393.00 4,225,618.60 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 08/05/22 310 10/03/22 10/03/22 12/12/23 149 49 -13 0 74% 50% PROGRESS IS SATISFACTORY NGUYEN, NHAN RESIDENT ENGINEER