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 10/22/24 EST. NO. 005 TIME 08:17 AM R.E. NAME: LOZA, SHAUN 08-1G6404 --------------------------------------------------------------------------- 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 10/22/24 EST. NO. 005 TIME 08:17 AM R.E. NAME: LOZA, SHAUN 08-1G6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6404 TIME 08:17 AM ESTIMATE NO. 005 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/24 R.E. NAME: LOZA, SHAUN DATE OF THIS ESTIMATE 10/22/24 LOCATION PROGRESS ESTIMATE 08-SBD-395-R4.0/49.0 ----------------- SULLY-MILLER CONTRACTING SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS COMPANY FROM ROUTE 15/395 SEPARATION TO 3.1 MILES 135 S. STATE COLLEGE BLVD #40 NORTH OF ROUTE 58/395 SEPARATION BREA CA 92821 FED. AID NO. ACNH-P395(351)E REPLACE ASPHALT CONCRETE SURFACING, COLD P ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 6,500.0000 780,000.00 23.000 149,500.00 86.000 559,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 8,000.00 18.000 3,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.500 37,500 007 TRAFFIC CONTROL SYSTEM LS 2,052,747.0000 2,052,747.00 0.190 390,021.93 0.710 1,457,450 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,200.0000 144,000.00 23.000 27,600.00 85.000 102,000 009 TYPE II BARRICADE EA 55.0000 1,320.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 3,960.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 55.0000 387,750.00 0.000 0 PLACE) 012 PORTABLE DELINEATOR EA 30.0000 6,600.00 220.000 6,600 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 275.0000 66,000.00 46.000 12,650.00 172.000 47,300 SYSTEM DAY 014 TEMPORARY BARRIER SYSTEM LF 40.0000 103,200.00 160.000 6,400 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.190 3,800.00 0.710 14,200 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 25,000.0000 225,000.00 8.000 200,000 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 40,000.00 4.000 20,000 018 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.190 5,700.00 0.710 21,300 019 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,000.0000 5,000.00 0.750 3,750 020 TEMPORARY SOIL BINDER SQYD 1.0000 4,000.00 2,000.000 2,000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 285.0000 5,700.00 10.000 2,850 022 TEMPORARY FIBER ROLL LF 5.0000 10,000.00 1,000.000 5,000 PROGRAM CAS145 PAGE 2 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6404 TIME 08:17 AM ESTIMATE NO. 005 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/24 R.E. NAME: LOZA, SHAUN DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 8.0000 2,000.00 250.000 2,000 024 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 1.000 4,000 025 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.190 1,520.00 0.710 5,680 026 TREATED WOOD WASTE LB 0.5000 9,550.00 0.000 0 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 0.190 9,500.00 0.710 35,500 028 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 029 TEMPORARY HIGH-VISIBILITY FENCE LF 22.0000 90,200.00 0.000 0 030 ROADWAY EXCAVATION CY 175.0000 56,000.00 255.000 44,625 031 SHOULDER BACKING TON 46.0000 929,200.00 4,302.120 197,897 032 IMPORTED BORROW (CY) CY 51.5000 154,500.00 3,000.000 154,500.00 3,000.000 154,500 033 ROCK BLANKET SQFT 80.0000 26,400.00 330.000 26,400.00 330.000 26,400 034 DECOMPOSED GRANITE SQFT 5.5000 245,850.00 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 3,600.00 0.000 0 036 HYDROSEED SQFT 0.3600 31,392.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 290.0000 29,000.00 81.360 23,594 038 BASE BOND BREAKER SQYD 3.0000 4,710.00 1,570.000 4,710 039 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 3,815,000.00 11,732.560 4,106,396 040 PRIME COAT TON 1,400.0000 980.00 0.000 0 041 HOT MIX ASPHALT (TYPE A) TON 275.0000 60,500.00 105.910 29,125 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 112.8000 11,956,800.00 9,797.250 1,105,129.80 76,863.090 8,670,156 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 320.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 14,600.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 3,220.00 0.000 0 046 TACK COAT TON 1,100.0000 407,000.00 28.220 31,042.00 240.340 264,374 047 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 480.0000 7,200.00 15.000 7,200 048 REMOVE ASPHALT CONCRETE DIKE LF 1.1000 8,965.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.6200 4,529,720.00 67,748.540 380,746.79 616,783.000 3,466,320 PROGRAM CAS145 PAGE 3 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6404 TIME 08:17 AM ESTIMATE NO. 005 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/24 R.E. NAME: LOZA, SHAUN DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,400.0000 588,000.00 534.000 747,600 051 REMOVE CONCRETE PAVEMENT (CY) CY 500.0000 31,000.00 534.000 267,000 052 GRIND EXISTING CONCRETE PAVEMENT SQYD 9.0000 60,930.00 0.000 0 053 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,900.0000 167,200.00 88.000 167,200 (SIGN FOUNDATION) 054 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.5000 540,750.00 72,100.000 540,750.00 72,100.000 540,750 055 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5500 39,655.00 72,100.000 39,655.00 72,100.000 39,655 056 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 96.2500 30,800.00 0.000 0 (.079" THICK) 057 12" ENTRANCE TAPER EA 560.0000 3,360.00 6.000 3,360.00 6.000 3,360 058 REMOVE DOWNDRAIN (EA) EA 590.0000 3,540.00 3.000 1,770.00 3.000 1,770 059 DETECTABLE WARNING SURFACE SQFT 75.0000 30,000.00 400.000 30,000 060 MINOR CONCRETE (MISCELLANEOUS CY 1,050.0000 5,250.00 5.000 5,250 CONSTRUCTION) (RAPID STRENGTH CONCRETE) 061 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,000.0000 110,000.00 110.000 110,000 RAMP) 062 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 82.0000 45,920.00 560.000 45,920 063 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 31,500.00 12.000 18,000.00 24.000 36,000 064 ADJUST MONUMENT COVER TO GRADE EA 2,400.0000 98,400.00 0.000 0 065 TEMPORARY DESERT TORTOISE FENCE LF 22.6200 22,620.00 0.000 0 066 GUARD RAILING DELINEATOR EA 50.0000 4,650.00 0.000 0 067 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0500 23,698.50 0.000 0 068 PAVEMENT MARKER EA 6.1000 31,049.00 957.000 5,837.70 957.000 5,837 (RETROREFLECTIVE-RECESSED) 069 FURNISH LAMINATED PANEL SIGN (2 SQFT 30.0000 7,800.00 0.000 0 1/2"-TYPE B) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 180.00 0.000 0 (0.063"-UNFRAMED) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 8,437.50 0.000 0 (0.080"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.2500 13,687.50 0.000 0 (0.080"-FRAMED) 073 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 215.0000 32,250.00 0.000 0 POST 074 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 154,140.00 1,237.500 51,975.00 1,237.500 51,975 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 128.0000 341,760.00 0.000 0 076 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 100.0000 6,300.00 0.000 0 POST) PROGRAM CAS145 PAGE 4 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6404 TIME 08:17 AM ESTIMATE NO. 005 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/24 R.E. NAME: LOZA, SHAUN DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 12,000.00 0.000 0 078 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 6,000.00 4.000 6,000.00 4.000 6,000 079 END ANCHOR ASSEMBLY (TYPE CA) EA 2,500.0000 5,000.00 0.000 0 080 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,000.0000 16,000.00 4.000 16,000.00 4.000 16,000 081 ALTERNATIVE CRASH CUSHION TL-3 EA 45,000.0000 180,000.00 2.000 90,000.00 4.000 180,000 082 CONCRETE BARRIER (TYPE 60MS) LF 500.0000 30,000.00 61.000 30,500 083 REMOVE GUARDRAIL LF 20.0000 24,200.00 150.000 3,000.00 276.000 5,520 084 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 4.0600 89,726.00 3,262.000 13,243.72 3,262.000 13,243 WET NIGHT VISIBILITY) 085 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9200 208,840.00 47,822.000 43,996.24 47,822.000 43,996 086 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0500 11,340.00 400.000 420.00 400.000 420 087 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9200 920,000.00 553,138.000 508,886.96 553,138.000 508,886 (ENHANCED WET NIGHT VISIBILITY) 088 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 1,732.50 1,668.000 1,751.40 1,668.000 1,751 (ENHANCED WET NIGHT VISIBILITY) 089 6" RUMBLE STRIP (ASPHALT CONCRETE STA 35.0000 132,300.00 2,724.000 95,340.00 2,724.000 95,340 PAVEMENT) 090 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.190 4,750.00 0.710 17,750 SYSTEM ELEMENTS DURING CONSTRUCTION 091 CHANGEABLE MESSAGE SIGN SYSTEM LS 1,200,000.0000 1,200,000.00 0.190 228,000.00 0.710 852,000 092 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,000,000.0000 1,000,000.00 0.190 190,000.00 0.710 710,000 093 MODIFYING TRAFFIC MONITORING STATIONS LS 75,000.0000 75,000.00 0.190 14,250.00 0.710 53,250 PROGRAM CAS145 PAGE 5 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G6404 TIME 08:17 AM ESTIMATE NO. 005 BID OPENING 09/21/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/24 R.E. NAME: LOZA, SHAUN DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,175,096.54 24,159,905.57 ADJUSTMENT OF COMPENSATION 0.00 8,000.00 EXTRA WORK 0.00 25,825.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,175,096.54 24,193,730.76 094 MOBILIZATION LS 3,100,000.0000 3,100,000.00 1.000 3,100,000 ORIGINAL CONTRACT AMOUNT 35,935,000.00 TOTAL WORK COMPLETED 4,175,096.54 27,293,730.76 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,175,096.54 27,293,730.76 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 11/28/23 120 09/03/24 09/03/24 12/09/24 86 5 0 0 74% 72% PROGRESS IS SATISFACTORY LOZA, SHAUN RESIDENT ENGINEER