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 08/06/24 EST. NO. 011 TIME 08:06 AM R.E. NAME: NGUYEN, VU 08-1H8204 --------------------------------------------------------------------------- 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 08/06/24 EST. NO. 011 TIME 08:06 AM R.E. NAME: NGUYEN, VU 08-1H8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OVERPAID FOR HMA -53,000.00 004 RETURN OVER PAYMENTS 53,000.00 005 DEDUCT LCP PAYMENT -2,000.00 006 RETURN LCP PAYMENT 2,000.00 007 0.00 0.00 LABOR COMPLIANCE VIOLATION MAY 2023 -5,000.00 002 JUNE 2023 -10,000.00 003 JULY 2023 -10,000.00 004 JUNE 2023 10,000.00 004 MAY 2023 5,000.00 004 JULY 2023 RLS 10,000.00 006 AA DEDUCTION -10,000.00 010 AA DEDUCTION 10,000.00 011 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H8204 TIME 08:06 AM ESTIMATE NO. 011 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/24 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 08/06/24 LOCATION SEMI-FINAL ESTIMATE 08-SBD-138-R15.0/15.0 ------------------- EVERLEVEL HOLDINGS, LLC ALSO SBD-15-21.6; NEAR HESPERIA, 5877 PINE AVE. SUITE 120 FROM 0.1 MI WEST TO 0.2 MI EAST OF CHINO HILLS CA 91709 CAJON CREEK BRIDGE. ALSO, ON ROUTE 15 (PM R21.6) AT 0.2 MI NORTH OF ROUTE 15/138 SEP. FED. AID NO. ACHS-S138(138)E INSTALL TRAFFIC SIGNALS, REALIGN ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 1.000 3,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 144,000.00 120.000 144,000 004 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 005 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 006 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 1.000 110,000 007 TYPE III BARRICADE EA 100.0000 1,200.00 7.000 700 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 12.0000 480.00 145.000 1,740 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 6,560.00 3,280.000 6,560 010 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 3,245.00 59.000 3,245 011 TEMPORARY PAVEMENT MARKER EA 18.0000 1,782.00 99.000 1,782 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 6,000.00 1.000 6,000 013 TEMPORARY RAILING (TYPE K) LF 27.0000 48,060.00 1,962.000 52,974 014 TEMPORARY CRASH CUSHION MODULE EA 300.0000 25,200.00 78.000 23,400 015 TEMPORARY CRASH CUSHION EA 4,000.0000 28,000.00 8.000 32,000 (ALTERNATIVE INLINE BARRIER) 016 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 6.000 3,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 275.0000 2,750.00 1.000 275 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 TEMPORARY SOIL BINDER SQYD 1.2000 4,200.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 3,500.00 5.000 1,750 PROGRAM CAS145 PAGE 2 DATE 08/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H8204 TIME 08:06 AM ESTIMATE NO. 011 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/24 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 08/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.5000 5,250.00 750.000 2,625 024 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 4,500.00 1.000 4,500 025 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 1.000 3,500 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 7,395.00 4,930.000 7,395 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 1.1000 1,144.00 1,040.000 1,144 028 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 029 ROADWAY EXCAVATION CY 35.0000 48,650.00 1,303.370 45,617 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 13,650.00 182.000 13,650 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 95.0000 16,720.00 176.000 16,720 (F) 032 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 6.0000 14,460.00 2,312.000 13,872 CLASS A1 033 ROCK BLANKET SQFT 25.0000 68,500.00 2,740.000 68,500 034 2 1/2" PLASTIC PIPE (CLASS 315) LF 60.0000 1,440.00 24.000 1,440 (F) (SUPPLY LINE) 035 HYDROSEED SQFT 0.1700 10,098.00 59,400.000 10,098 036 COMPOST (CY) CY 65.0000 11,700.00 180.000 11,700 037 INCORPORATE MATERIALS SQFT 0.0400 2,376.00 59,400.000 2,376 038 CLASS 2 AGGREGATE SUBBASE CY 120.0000 16,800.00 188.030 22,563 039 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 55,350.00 379.690 51,258 040 LEAN CONCRETE BASE CY 375.0000 29,625.00 79.620 29,857 041 PRIME COAT TON 650.0000 2,210.00 3.000 1,950 042 HOT MIX ASPHALT (TYPE A) TON 155.0000 263,500.00 1,763.430 273,331 043 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 200.0000 78,000.00 404.370 80,874 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 450.00 75.000 450 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 1,800.00 315.000 1,890 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 960.00 277.000 1,662 047 PLACE HOT MIX ASPHALT SQYD 75.0000 1,500.00 0.000 0 (MISCELLANEOUS AREA) 048 TACK COAT TON 650.0000 975.00 1.580 1,027 049 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 6.0000 3,960.00 5,398.140 32,388 PROGRAM CAS145 PAGE 3 DATE 08/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H8204 TIME 08:06 AM ESTIMATE NO. 011 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/24 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 08/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 2,220.00 740.000 2,220 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 7,560.00 410.000 7,380 052 REMOVE BASE AND SURFACING CY 60.0000 22,200.00 332.200 19,932 053 JOINTED PLAIN CONCRETE PAVEMENT CY 475.0000 90,250.00 199.530 94,776 054 JOINT SEAL (PREFORMED COMPRESSION) LF 10.0000 4,000.00 400.000 4,000 055 ISOLATION JOINT SEAL (PREFORMED LF 18.0000 12,600.00 315.000 5,670 COMPRESSION) 056 REMOVE CONCRETE PAVEMENT AND BASE CY 80.0000 1,360.00 29.470 2,357 057 GRIND EXISTING CONCRETE SQYD 12.0000 9,600.00 383.300 4,599 PAVEMENT 058 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 54,400.00 64.000 54,400 (F) 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 9,000.00 6.000 9,000 (F) 060 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 14,958.00 7,479.000 14,958 (F) 061 18" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 26,000.00 257.000 25,700 062 24" CORRUGATED STEEL PIPE (.064" THICK) LF 160.0000 4,000.00 25.000 4,000 063 36" CORRUGATED STEEL PIPE INLET LF 975.0000 14,625.00 15.000 14,625 (.079" THICK) 064 REMOVE CULVERT (LF) LF 54.0000 5,346.00 96.900 5,232 065 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000 066 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,000.0000 1,000.00 1.000 1,000 067 MINOR CONCRETE (CURB) (CY) CY 1,500.0000 22,500.00 12.570 18,855 068 DETECTABLE WARNING SURFACE SQFT 75.0000 2,250.00 30.000 2,250 069 MINOR CONCRETE (MISCELLANEOUS CY 6,000.0000 15,000.00 2.500 15,000 CONSTRUCTION) 070 MINOR CONCRETE (CURB AND GUTTER) CY 1,100.0000 42,900.00 35.870 39,457 071 MINOR CONCRETE (SIDEWALK) CY 800.0000 8,000.00 10.000 8,000 072 MINOR CONCRETE (CURB RAMP) CY 1,300.0000 2,470.00 1.060 1,378 073 REMOVE CONCRETE CURB (LF) LF 12.0000 600.00 50.000 600 074 REMOVE CONCRETE (CURB AND GUTTER) LF 12.0000 3,960.00 256.500 3,078 075 REMOVE CONCRETE LF 20.0000 1,540.00 74.500 1,490 (CURB, GUTTER, AND SIDEWALK) (LF) 076 PRE/POST CONSTRUCTION SURVEYS EA 2,500.0000 5,000.00 2.000 5,000 PROGRAM CAS145 PAGE 4 DATE 08/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H8204 TIME 08:06 AM ESTIMATE NO. 011 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/24 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 08/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 4.0000 4,836.00 1,209.000 4,836 (F) 078 RESET MAILBOX EA 500.0000 1,500.00 0.000 0 079 OBLITERATE SURFACING SQYD 12.0000 5,280.00 414.600 4,975 080 CHAIN LINK FENCE (TYPE CL-6) LF 95.0000 4,180.00 44.000 4,180 081 REMOVE FENCE LF 15.0000 2,550.00 170.000 2,550 082 REMOVE PAVEMENT MARKER EA 0.6000 180.00 300.000 180 083 DELINEATOR (CLASS 1) EA 55.0000 2,090.00 38.000 2,090 084 PAVEMENT MARKER EA 18.0000 5,760.00 320.000 5,760 (RETROREFLECTIVE-RECESSED) 085 OBJECT MARKER (TYPE P) EA 250.0000 250.00 1.000 250 086 OBJECT MARKER (TYPE K-1) EA 250.0000 750.00 3.000 750 087 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 1,000.00 2.000 1,000 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 4,760.00 259.750 4,415 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,547.00 91.000 1,547 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,958.00 73.500 1,617 (0.080"-FRAMED) 091 ROADSIDE SIGN - ONE POST EA 500.0000 13,000.00 26.000 13,000 092 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 3,570.00 18.000 3,060 METHOD) 093 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 375.0000 2,250.00 5.000 1,875 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 58.0000 8,700.00 193.750 11,237 095 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 13,750.00 92.360 11,545 096 CONCRETE BARRIER WILDLIFE PASSAGEWAY EA 2,000.0000 2,000.00 1.000 2,000 (TYPE MM) 097 CONCRETE BARRIER (TYPE JJ HOOK) LF 125.0000 10,000.00 80.000 10,000 098 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 1.000 1,500 099 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 5,000.00 1.000 5,000 100 ALTERNATIVE CRASH CUSHION (TL-2) EA 39,000.0000 39,000.00 1.000 39,000 101 CRASH CUSHION MODULE, SAND FILLED EA 325.0000 14,300.00 44.000 14,300 102 CONCRETE BARRIER (TYPE 60MSC) LF 450.0000 58,500.00 129.875 58,443 103 CONCRETE BARRIER (TYPE 836A) LF 350.0000 31,500.00 90.000 31,500 (F) PROGRAM CAS145 PAGE 5 DATE 08/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H8204 TIME 08:06 AM ESTIMATE NO. 011 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/24 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 08/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE GUARDRAIL LF 20.0000 1,300.00 62.500 1,250 105 RELOCATE CRASH CUSHION EA 50.0000 2,200.00 44.000 2,200 106 REMOVE CONCRETE BARRIER (TYPE K) LF 20.0000 800.00 40.000 800 107 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 3.0000 14,430.00 6,013.500 18,040 108 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 15.0000 15,450.00 1,047.000 15,705 109 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 6,684.00 6,862.000 8,234 110 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 2,940.00 840.000 2,940 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 112 SIGNAL AND LIGHTING SYSTEM LS 735,000.0000 735,000.00 1.000 735,000 113 INTERCONNECTION CONDUIT AND CABLE (LS) LS 31,000.0000 31,000.00 1.000 31,000 114 MODIFYING LIGHTING SYSTEMS LS 30,000.0000 30,000.00 1.000 30,000 115 REMOVING LIGHTING SYSTEMS LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 6 DATE 08/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1H8204 TIME 08:06 AM ESTIMATE NO. 011 BID OPENING 04/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/13/24 R.E. NAME: NGUYEN, VU DATE OF THIS ESTIMATE 08/06/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,648,558.34 ADJUSTMENT OF COMPENSATION 0.00 -14,669.11 EXTRA WORK 0.00 82,990.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,716,880.06 116 MOBILIZATION LS 285,000.0000 285,000.00 1.000 285,000 ORIGINAL CONTRACT AMOUNT 2,922,844.00 TOTAL WORK COMPLETED 0.00 3,001,880.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 10,000.00 3,001,880.06 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 09/16/22 120 04/10/23 01/13/23 02/13/24 120 148 0 0 100% 100% NGUYEN, VU RESIDENT ENGINEER