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 02/20/26 EST. NO. 007 TIME 12:04 PM R.E. NAME: RAHMAN, MD 08-1J4504 --------------------------------------------------------------------------- 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 0002-1 -2,373.59 E.W. @ F.A.(+) 110425 N 0004.0 DAO CORRECTING ENTRY 0003-1 -14,553.04 122325 N 0005.0 DAO CORRECTING ENTRY 0004-1 -3,475.63 122325 N 0007.0 DAO CORRECTING ENTRY 0009 2,470.59 110425 N 0002A 0010 15,164.39 122325 N 0003A 0011 3,613.28 122325 N 0004A 0012 6,348.83 011326 N 0005A 0013 2,172.51 011326 N 0006A 0014 1,323.88 011426 N 0007A 0015 5,581.35 011426 N 0008A 16,272.57 TOTAL THIS ESTIMATE 128,474.65 TOTAL PREVIOUS ESTIMATE 144,747.22 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 02/20/26 EST. NO. 007 TIME 12:04 PM R.E. NAME: RAHMAN, MD 08-1J4504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J4504 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 01/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: RAHMAN, MD DATE OF THIS ESTIMATE 02/20/26 LOCATION PROGRESS ESTIMATE 08-RIV-243-0.0/29.7 ----------------- ALL AMERICAN ASPHALT RIVERSIDE COUNTY FROM ROUTE 74 AT MOUNTAIN 400 EAST SIXTH STREET CENTER TO ROUTE 10 IN BANNING CORONA CA 92879 FED. AID NO. ACST-S243(2)E HMA, THERMOPLASTIC TRAFFIC STRIPE, AND COL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.800 2,400 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 690,000.00 15.000 34,500.00 111.000 255,300 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 2.000 12,000 004 HOURLY OFF-SITE HR 200.0000 2,000.00 1.500 300.00 8.500 1,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 88,000.0000 88,000.00 0.050 4,400.00 0.730 64,240 006 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.050 60,000.00 0.360 432,000 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,700.0000 76,500.00 0.000 0 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 44.0000 26,400.00 105.000 4,620 SYSTEM 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 44,000.0000 44,000.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,000.0000 154,000.00 8.000 112,000 011 JOB SITE MANAGEMENT LS 218,000.0000 218,000.00 0.050 10,900.00 0.370 80,660 012 STORMWATER POLLUTION PREVENTION PLAN LS 3,200.0000 3,200.00 0.050 160.00 0.370 1,184 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 430.0000 14,190.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 015 TEMPORARY HYDROSEED SQYD 0.9000 90,000.00 0.000 0 016 TEMPORARY SOIL BINDER SQYD 0.3000 2,190.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 283.0000 4,245.00 0.000 0 018 TEMPORARY FIBER ROLL LF 8.0000 16,000.00 250.000 2,000 019 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.050 50.00 0.360 360 020 TREATED WOOD WASTE LB 0.8000 78,240.00 25,140.000 20,112 021 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 269,000.0000 269,000.00 0.050 13,450.00 0.370 99,530 022 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 28,480.00 2,734.000 21,872 PROGRAM CAS145 PAGE 2 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J4504 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 01/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: RAHMAN, MD DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 850.0000 2,210.00 0.000 0 024 SHOULDER BACKING TON 100.0000 128,000.00 0.000 0 025 GEOSYNTHETIC REINFORCEMENT SQYD 155.0000 136,400.00 186.000 28,830.00 664.000 102,920 026 ROADSIDE CLEARING LS 1,100,000.0000 1,100,000.00 0.600 660,000 027 PRUNE EXISTING PLANTS LS 38,000.0000 38,000.00 0.600 22,800 028 ORGANIC FERTILIZER LB 11.0000 66.00 0.000 0 029 PLANT (GROUP H) EA 82.0000 2,952.00 0.000 0 030 PLANT (GROUP O) EA 82.0000 3,444.00 0.000 0 031 TRANSPLANT TREE EA 2,500.0000 12,500.00 0.000 0 032 PLANT ESTABLISHMENT WORK LS 56,800.0000 56,800.00 0.000 0 033 WOOD MULCH CY 220.0000 1,100.00 0.000 0 034 TEMPORARY IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,200.0000 22,000.00 0.000 0 036 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 28,960.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 220.0000 66,000.00 65.990 14,517.80 144.240 31,732 038 REPLACE ASPHALT CONCRETE SURFACING CY 430.0000 120,400.00 0.000 0 039 PRIME COAT TON 4,700.0000 4,700.00 0.000 0 040 HOT MIX ASPHALT (TYPE A) TON 138.0000 5,823,600.00 118.720 16,383.36 403.480 55,680 041 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.7000 52,920.00 471.000 1,271.70 650.000 1,755 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7000 1,674.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7000 2,349.00 289.000 780 044 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.7000 3,024.00 0.000 0 045 TACK COAT TON 620.0000 74,400.00 0.400 248.00 1.170 725 046 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 9.3000 138,570.00 2,554.000 23,752.20 8,177.500 76,050 047 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 44,400.00 97.000 194.00 347.000 694 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8000 969,000.00 0.000 0 049 STRUCTURAL CONCRETE, HEADWALL CY 2,730.0000 324,870.00 17.500 47,775.00 133.000 363,090 (F) PROGRAM CAS145 PAGE 3 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J4504 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 01/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: RAHMAN, MD DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,460.0000 177,120.00 76.000 186,960 (F) 051 MINOR CONCRETE CY 2,460.0000 295,200.00 33.300 81,918.00 77.400 190,404 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 3,550.0000 21,300.00 0.000 0 (F) 053 CONCRETE BACKFILL (PIPE TRENCH) CY 600.0000 15,000.00 19.000 11,400 (F) 054 18" CORRUGATED STEEL PIPE (.109" THICK) LF 290.0000 124,700.00 438.000 127,020 055 24" CORRUGATED STEEL PIPE (.138" THICK) LF 310.0000 65,100.00 215.000 66,650 056 36" CORRUGATED STEEL PIPE (.168" THICK) LF 450.0000 355,500.00 194.000 87,300.00 831.000 373,950 057 42" CORRUGATED STEEL PIPE (.138" THICK) LF 530.0000 169,600.00 75.000 39,750.00 369.000 195,570 058 36" CORRUGATED STEEL PIPE INLET (.138" LF 290.0000 17,690.00 18.000 5,220.00 97.000 28,130 THICK) 059 18" STEEL FLARED END SECTION EA 6,600.0000 13,200.00 1.000 6,600 060 24" STEEL FLARED END SECTION EA 9,300.0000 37,200.00 4.000 37,200 061 36" STEEL FLARED END SECTION EA 10,300.0000 92,700.00 3.000 30,900.00 8.000 82,400 062 42" STEEL FLARED END SECTION EA 10,900.0000 43,600.00 1.000 10,900.00 5.000 54,500 063 ABANDON CULVERT (LF) LF 98.0000 16,660.00 170.000 16,660 064 REMOVE CULVERT (LF) LF 98.0000 125,440.00 210.000 20,580.00 1,296.500 127,057 065 REMOVE INLET EA 5,500.0000 16,500.00 1.000 5,500.00 6.000 33,000 066 CLEANING, INSPECTING, AND PREPARING LF 210.0000 42,000.00 209.000 43,890 CULVERT (LF) 067 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 710.0000 71,000.00 15.100 10,721.00 116.080 82,416 METHOD B) (CY) 068 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 930.0000 41,850.00 16.660 15,493 METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 60.0000 21,600.00 32.200 1,932.00 350.210 21,012 070 MINOR CONCRETE (CURB) (CY) CY 38,000.0000 11,400.00 0.000 0 071 DETECTABLE WARNING SURFACE SQFT 60.0000 1,080.00 0.000 0 072 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 3,500.0000 21,000.00 0.000 0 RAMP) 073 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 250.0000 8,750.00 0.000 0 074 PRE/POST CONSTRUCTION SURVEYS EA 10,000.0000 10,000.00 0.500 5,000 075 MISCELLANEOUS IRON AND STEEL LB 5.5000 11,682.00 3,668.000 20,174 (F) 076 REMOVE PAVEMENT MARKER EA 2.5000 14,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J4504 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 01/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: RAHMAN, MD DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE DELINEATOR EA 38.0000 22,800.00 71.000 2,698 078 DELINEATOR (CLASS 1) EA 224.0000 11,648.00 0.000 0 079 GUARD RAILING DELINEATOR EA 57.0000 34,200.00 4.000 228.00 212.000 12,084 080 PAVEMENT MARKER EA 13.0000 74,880.00 0.000 0 (RETROREFLECTIVE-RECESSED) 081 MARKER (CULVERT) EA 325.0000 20,150.00 0.000 0 082 OBJECT MARKER (TYPE P) EA 390.0000 1,560.00 0.000 0 083 FURNISH LAMINATED PANEL SIGN (2 SQFT 48.0000 20,640.00 0.000 0 1/2"-TYPE B) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 35,000.00 1,921.820 26,905 (0.080"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.0000 10,540.00 0.000 0 (0.063"-FRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 8,320.00 473.000 15,136 (0.080"-FRAMED) 087 ROADSIDE SIGN - ONE POST EA 405.0000 20,250.00 64.000 25,920 088 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 180.0000 59,400.00 274.000 49,320 POST 089 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 93.0000 4,650.00 50.000 4,650 090 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 51.0000 215,220.00 62.600 3,192.60 4,775.100 243,530 091 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 481.0000 490,620.00 288.000 138,528.00 1,288.000 619,528 (EMBEDDED IN ROCK) 092 CABLE RAILING LF 82.0000 23,370.00 33.500 2,747.00 244.010 20,008 (F) 093 TRANSITION RAILING (TYPE AGT) EA 5,580.0000 11,160.00 2.000 11,160.00 3.000 16,740 094 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,410.0000 281,320.00 12.000 64,920.00 49.000 265,090 095 BURIED POST END ANCHOR (TYPE B-F) EA 3,280.0000 9,840.00 1.000 3,280.00 3.000 9,840 096 REMOVE GUARDRAIL LF 9.0000 64,260.00 163.500 1,471.50 7,160.000 64,440 097 12" RUMBLE STRIP (ASPHALT CONCRETE STA 380.0000 13,300.00 0.000 0 PAVEMENT) 098 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 648,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 099 8" THERMOPLASTIC TRAFFIC STRIPE LF 132.0000 6,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 100 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 38.0000 87,400.00 0.000 0 WET NIGHT VISIBILITY) (RECESSED) 101 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 875.0000 875.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 102 TRAFFIC MONITORING STATION SYSTEM LS 53,000.0000 53,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J4504 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 01/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: RAHMAN, MD DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 REMOVING TRAFFIC MONITORING STATIONS LS 3,300.0000 3,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1J4504 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 01/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/26 R.E. NAME: RAHMAN, MD DATE OF THIS ESTIMATE 02/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 776,980.16 5,527,585.09 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 16,272.57 144,747.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 793,252.73 5,672,332.31 104 MOBILIZATION LS 597,000.0000 597,000.00 0.950 567,150 ORIGINAL CONTRACT AMOUNT 16,898,959.00 TOTAL WORK COMPLETED 793,252.73 6,239,482.31 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 793,252.73 6,239,482.31 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 05/23/25 550 07/24/25 07/24/25 12/20/27 111 27 21 0 35% 19% PROGRESS IS SATISFACTORY RAHMAN, MD RESIDENT ENGINEER