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 11/28/22 EST. NO. 002 TIME 09:47 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 --------------------------------------------------------------------------- 001 0001 1,674.22 E.W. @ F.A.(+) 102422 N 118506 0002 993.36 102522 N 118507 0003 1,468.63 102622 N 118508 005 0001 15,000.00 E.W. @ F.A.(+) 111822 N 0001 0 19,136.21 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 19,136.21 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 11/28/22 EST. NO. 002 TIME 09:47 PM R.E. NAME: NGUYEN, NHAN 08-0G6914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 09:47 PM ESTIMATE NO. 002 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 11/20/22 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 11/28/22 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 0.250 500.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,750.0000 385,000.00 16.000 28,000.00 30.000 52,500 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 2.000 400.00 2.000 400 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.150 2,250.00 0.150 2,250 007 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.500 40,000 008 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.100 5,000.00 0.200 10,000 009 FLASHING ARROW SIGN EA 3,300.0000 79,200.00 10.000 33,000 010 TYPE III BARRICADE EA 185.0000 20,350.00 50.000 9,250 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 38,520.00 26,884.000 10,753.60 26,884.000 10,753 012 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 39,520.00 275.000 14,300.00 425.000 22,100 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 140.0000 8,400.00 10.000 1,400 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 4.5000 7,290.00 620.000 2,790.00 620.000 2,790 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,000.0000 60,000.00 3.000 45,000 016 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 30,800.00 120.000 8,400 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,250.0000 93,500.00 7.000 29,750 020 TEMPORARY RADAR SPEED FEEDBACK EA 8,500.0000 102,000.00 5.000 42,500.00 5.000 42,500 SIGN SYSTEM 021 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.100 5,000.00 0.200 10,000 PROGRAM CAS145 PAGE 2 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 09:47 PM ESTIMATE NO. 002 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 11/20/22 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 1,875 PLAN 023 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 1.000 500.00 1.000 500 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 3,825.00 1.000 425.00 1.000 425 025 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 026 TEMPORARY SOIL BINDER SQYD 0.3000 6,000.00 0.000 0 027 TEMPORARY FIBER ROLL LF 7.0000 7,000.00 0.000 0 028 TEMPORARY GRAVEL BAG BERM LF 12.0000 4,800.00 280.000 3,360.00 280.000 3,360 029 TEMPORARY CONCRETE WASHOUT LS 1,150.0000 1,150.00 0.250 287.50 0.250 287 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 60,000.0000 60,000.00 0.150 9,000.00 0.150 9,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 12,915.00 17,230.000 7,753.50 17,230.000 7,753 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 0.100 11,000.00 0.500 55,000 034 NATURAL RESOURCE PROTECTION PLAN LS 4,000.0000 4,000.00 0.250 1,000.00 0.750 3,000 035 INVASIVE SPECIES CONTROL LS 35,000.0000 35,000.00 0.300 10,500.00 0.300 10,500 036 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 0.100 3,000.00 0.100 3,000 038 ROADWAY EXCAVATION CY 10.5000 137,550.00 275.000 2,887.50 275.000 2,887 039 SHOULDER BACKING TON 70.0000 5,110.00 18.000 1,260.00 18.000 1,260 040 STRUCTURE BACKFILL (SLURRY CEMENT) CY 35.0000 52,500.00 0.000 0 (F) 041 IMPORTED BORROW (CY) CY 24.0000 136,320.00 0.000 0 042 ROADSIDE CLEARING LS 135,000.0000 135,000.00 0.300 40,500.00 0.300 40,500 043 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 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 09:47 PM ESTIMATE NO. 002 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 11/20/22 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 3,465.00 21.000 3,465 051 PRIME COAT TON 2,400.0000 7,200.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 205.0000 248,050.00 90.000 18,450.00 90.000 18,450 053 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 0.500 1,475.00 0.500 1,475 057 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 3,440.00 170.000 1,360.00 170.000 1,360 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 65.0000 39,000.00 80.000 5,200.00 80.000 5,200 059 TEMPORARY SHORING LS 221,000.0000 221,000.00 0.000 0 060 STRUCTURAL CONCRETE, HEADWALL CY 1,650.0000 46,200.00 9.000 14,850.00 9.000 14,850 (F) 061 MINOR CONCRETE CY 1,400.0000 35,000.00 0.000 0 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 725.0000 45,675.00 2.000 1,450.00 2.000 1,450 (F) 063 24" CORRUGATED STEEL PIPE (.138" THICK) LF 380.0000 319,200.00 134.000 50,920.00 134.000 50,920 064 36" CORRUGATED STEEL PIPE (.168" THICK) LF 525.0000 157,500.00 45.000 23,625.00 45.000 23,625 065 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 0.000 0 067 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 0.000 0 069 36" CORRUGATED STEEL PIPE INLET LF 1,850.0000 37,000.00 0.000 0 (.168" THICK) 070 18" ALTERNATIVE FLARED END SECTION EA 1,100.0000 1,100.00 0.000 0 071 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 4,400.00 0.000 0 072 36" ALTERNATIVE FLARED END SECTION EA 1,850.0000 1,850.00 0.000 0 073 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 0.000 0 075 REMOVE CULVERT (LF) LF 11.5000 19,435.00 179.000 2,058.50 179.000 2,058 PROGRAM CAS145 PAGE 4 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 09:47 PM ESTIMATE NO. 002 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 11/20/22 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,100.00 1.000 2,100 077 REMOVE HEADWALL EA 2,100.0000 6,300.00 2.000 4,200.00 2.000 4,200 078 CLEANING, INSPECTING, AND PREPARING LF 10.0000 6,300.00 0.000 0 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 0.000 0 081 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 0.000 0 083 24" CURED-IN-PLACE PIPELINER LF 155.0000 89,900.00 0.000 0 084 ROCK SLOPE PROTECTION CY 175.0000 1,400.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 085 ROCK SLOPE PROTECTION CY 175.0000 1,050.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 086 ROCK SLOPE PROTECTION CY 175.0000 4,025.00 0.000 0 (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 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 089 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 22.0000 7,920.00 0.000 0 090 MISCELLANEOUS IRON AND STEEL LB 3.5000 12,663.00 972.000 3,402.00 972.000 3,402 (F) 091 REMOVE PAVEMENT MARKER EA 1.1500 1,552.50 531.000 610.65 531.000 610 092 GUARD RAILING DELINEATOR EA 225.0000 675.00 0.000 0 093 PAVEMENT MARKER EA 17.0000 22,950.00 0.000 0 (RETROREFLECTIVE-RECESSED) 094 MARKER (CULVERT) EA 100.0000 2,400.00 0.000 0 095 BARRIER MARKER EA 9.0000 22,410.00 0.000 0 096 OBJECT MARKER EA 100.0000 100.00 0.000 0 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 85.0000 170.00 0.000 0 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 308.00 0.000 0 (0.080"-UNFRAMED) 099 ROADSIDE SIGN - ONE POST EA 615.0000 1,230.00 0.000 0 100 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 49,200.00 0.000 0 101 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 187,850.00 0.000 0 102 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 86.0000 392,160.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 09:47 PM ESTIMATE NO. 002 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 11/20/22 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 104 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 27,500.00 0.000 0 105 ALTERNATIVE CRASH CUSHION SYSTEM EA 44,000.0000 264,000.00 0.000 0 106 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 0.000 0 (SPRAYABLE) 109 REMOVE 6" TRAFFIC STRIPE LF 0.4000 14,800.00 11,040.000 4,416.00 11,040.000 4,416 110 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250 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 115,050.00 660.000 2,145.00 660.000 2,145 113 REMOVE GUARDRAIL LF 21.5000 14,620.00 251.000 5,396.50 251.000 5,396 114 REMOVE DOUBLE METAL BEAM BARRIER LF 19.5000 92,625.00 1,530.000 29,835.00 1,530.000 29,835 PROGRAM CAS145 PAGE 6 DATE 11/28/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0G6914 TIME 09:47 PM ESTIMATE NO. 002 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 11/20/22 R.E. NAME: NGUYEN, NHAN DATE OF THIS ESTIMATE 11/28/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 379,175.75 643,400.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 19,136.21 19,136.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 398,311.96 662,536.96 115 MOBILIZATION LS 225,000.0000 225,000.00 0.250 56,250.00 0.750 168,750 ORIGINAL CONTRACT AMOUNT 5,568,898.70 TOTAL WORK COMPLETED 454,561.96 831,286.96 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 454,561.96 831,286.96 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 30 3 -15 0 15% 10% PROGRESS IS SATISFACTORY NGUYEN, NHAN RESIDENT ENGINEER