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 08/20/26 EST. NO. 005 TIME 10:44 AM R.E. NAME: RIDDLE NICHOLAS 02-4F90U4 --------------------------------------------------------------------------- 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 08/20/26 EST. NO. 005 TIME 10:44 AM R.E. NAME: RIDDLE NICHOLAS 02-4F90U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/26 -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F90U4 TIME 10:44 AM ESTIMATE NO. 005 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/20/26 LOCATION PROGRESS ESTIMATE 02-SIS-96-41.0/41.8 ----------------- S.T. RHOADES CONSTRUCTION, SISKIYOU COUNTY AT AND NEAR HAPPY CAMP INC. FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST 8585 COMMERCIAL WAY OF DAVIS ROAD REDDING CA 96002 FED. AID NO. N O N E HMA PAVEMENT, ELECTRICAL, LANDSCAPING AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 TIME-RELATED OVERHEAD (LS) LS 220,500.0000 220,500.00 0.209 46,084.50 0.818 180,369 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 2.000 400.00 6.000 1,200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 0.209 1,149.50 0.818 4,499 006 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.126 1,260.00 0.745 7,450 007 TRAFFIC CONTROL SYSTEM LS 685,000.0000 685,000.00 0.209 143,165.00 0.818 560,330 008 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 110.0000 13,200.00 24.000 2,640.00 88.000 9,680 SYSTEM 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 10,000.00 2.000 10,000 010 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 12,000.0000 12,000.00 0.209 2,508.00 0.818 9,816 011 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.209 4,180.00 0.818 16,360 012 WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 0.750 900 013 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 2.6400 7,392.00 1,900.000 5,016 MATRIX) 014 TEMPORARY CHECK DAM LF 11.0000 23,650.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 2,100.00 24.000 7,200 016 TEMPORARY FIBER ROLL LF 5.8000 24,360.00 965.000 5,597 017 TEMPORARY SILT FENCE LF 6.0000 3,000.00 490.000 2,940 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 3,000.00 1.000 3,000 019 STREET SWEEPING LS 55,000.0000 55,000.00 0.227 12,485.00 0.471 25,905 020 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.209 1,567.50 0.818 6,135 021 TREATED WOOD WASTE LB 1.0000 60.00 0.000 0 022 CLEARING AND GRUBBING (LS) LS 56,000.0000 56,000.00 0.250 14,000.00 1.000 56,000 PROGRAM CAS145 PAGE 2 DATE 08/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F90U4 TIME 10:44 AM ESTIMATE NO. 005 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 145.0000 598,850.00 2,230.330 323,397.85 3,255.830 472,095 024 SHOULDER BACKING TON 85.0000 1,700.00 0.000 0 025 GEOSYNTHETIC REINFORCEMENT SQYD 8.0000 11,200.00 1,400.000 11,200 026 PRUNE EXISTING TREE ROOTS LS 3,000.0000 3,000.00 0.000 0 027 ROCK MULCH SQFT 10.1200 55,963.60 0.000 0 028 SOIL AMENDMENT CY 300.0000 1,500.00 0.000 0 029 ORGANIC FERTILIZER LB 47.0000 329.00 0.000 0 030 PLANT (GROUP K) EA 1,600.0000 64,000.00 0.000 0 031 PLANT (GROUP B) EA 300.0000 15,900.00 0.000 0 032 PLANT ESTABLISHMENT WORK LS 62,675.0000 62,675.00 0.000 0 033 GRAVEL MULCH SQFT 2.4500 22,638.00 0.000 0 034 ROOT BARRIER LF 15.6200 7,810.00 0.000 0 035 TREE GRATE EA 8,500.0000 144,500.00 14.000 119,000 036 EDGING LF 33.0000 19,470.00 269.000 8,877.00 269.000 8,877 037 CONTROL AND NEUTRAL CONDUCTORS LS 35,720.0000 35,720.00 0.193 6,893.96 1.000 35,720 038 1" REMOTE CONTROL VALVE EA 2,300.0000 18,400.00 8.000 18,400.00 8.000 18,400 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 040 1 1/2" COPPER PIPE (SUPPLY LINE) LF 338.0000 6,760.00 20.000 6,760.00 20.000 6,760 (F) 041 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 19,200.0000 19,200.00 1.000 19,200.00 1.000 19,200 042 FLOW SENSOR CABLE LS 4,759.0000 4,759.00 1.000 4,759.00 1.000 4,759 043 TREE WELL SPRINKLER ASSEMBLY EA 210.0000 16,800.00 56.000 11,760.00 84.000 17,640 044 RISER SPRINKLER ASSEMBLY EA 195.0000 10,335.00 35.000 6,825.00 53.000 10,335 045 2" GATE VALVE EA 2,700.0000 2,700.00 1.000 2,700.00 1.000 2,700 046 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 18.4000 47,343.20 981.000 18,050.40 2,573.000 47,343 (F) LINE) 047 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 18.6200 44,725.24 2,402.000 44,725 (F) LINE) 048 QUICK COUPLING VALVE EA 1,927.0000 9,635.00 5.000 9,635.00 5.000 9,635 049 CHECK VALVE EA 1,015.0000 4,060.00 4.000 4,060.00 4.000 4,060 PROGRAM CAS145 PAGE 3 DATE 08/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F90U4 TIME 10:44 AM ESTIMATE NO. 005 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BALL VALVE EA 1,550.0000 9,300.00 5.000 7,750.00 6.000 9,300 051 PVC PIPE CONDUIT (SLEEVE) LF 38.0000 63,004.00 1,658.000 63,004 (F) 052 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 100.0000 31,000.00 326.000 32,600 PIPE CONDUIT 053 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.6700 6,612.90 0.000 0 054 BONDED FIBER MATRIX (SQFT) SQFT 0.9500 14,725.00 0.000 0 055 FIBER REINFORCED MATRIX (SQFT) SQFT 0.5800 5,724.60 0.000 0 056 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.3600 9,166.40 0.000 0 057 CLASS 2 AGGREGATE BASE (CY) CY 180.0000 453,600.00 2,060.580 370,904.40 2,489.010 448,021 058 HOT MIX ASPHALT (TYPE A) TON 218.0000 728,120.00 415.610 90,602.98 415.610 90,602 059 HOT MIX ASPHALT (LEVELING) TON 208.0000 122,720.00 59.000 12,272.00 59.000 12,272 060 MINOR HOT MIX ASPHALT TON 165.0000 18,150.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0000 16,800.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.0000 7,800.00 0.000 0 063 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 45.0000 18,000.00 0.000 0 AREA) 064 TACK COAT TON 750.0000 10,500.00 0.000 0 065 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.2500 12,175.00 11,515.000 14,393.75 11,515.000 14,393 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 50,000.00 5,425.000 27,125.00 5,425.000 27,125 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,400.0000 391,600.00 87.990 387,156 (F) 068 18" PLASTIC PIPE LF 525.0000 131,250.00 244.200 128,205 069 24" PLASTIC PIPE LF 425.0000 1,317,500.00 3,113.100 1,323,067 070 18" CORRUGATED STEEL PIPE (.109" THICK) LF 450.0000 7,200.00 16.000 7,200 071 24" CORRUGATED STEEL PIPE (.109" THICK) LF 90.0000 5,850.00 64.600 5,814 072 DRAINAGE INLET MARKER EA 40.0000 1,400.00 0.000 0 073 18" STEEL FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200 074 24" STEEL FLARED END SECTION EA 700.0000 700.00 1.000 700 075 48" PRECAST CONCRETE PIPE MANHOLE LF 1,900.0000 152,000.00 79.400 150,860 076 ABANDON CULVERT (LF) LF 45.0000 16,200.00 356.800 16,056 PROGRAM CAS145 PAGE 4 DATE 08/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F90U4 TIME 10:44 AM ESTIMATE NO. 005 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ABANDON INLET EA 1,500.0000 1,500.00 1.000 1,500 078 REMOVE CULVERT (LF) LF 90.0000 45,900.00 506.200 45,558 079 REMOVE INLET EA 4,200.0000 21,000.00 5.500 23,100 080 REMOVE HEADWALL EA 4,200.0000 8,400.00 2.000 8,400 081 SAND BACKFILL CY 285.0000 11,685.00 41.000 11,685 082 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 500.0000 800.00 1.600 800 METHOD B) (CY) 083 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 130.00 12.700 127 084 MINOR CONCRETE (CURB) (CY) CY 1,500.0000 66,000.00 20.720 31,080.00 46.180 69,270 085 DETECTABLE WARNING SURFACE SQFT 40.0000 21,200.00 360.300 14,412.00 539.770 21,590 086 MINOR CONCRETE (CURB AND GUTTER) CY 1,200.0000 396,000.00 210.210 252,252.00 319.640 383,568 087 MINOR CONCRETE (DRIVEWAY) CY 1,180.0000 295,000.00 191.200 225,616.00 214.440 253,039 088 MINOR CONCRETE (SIDEWALK) CY 1,000.0000 310,000.00 218.010 218,010.00 336.870 336,870 089 MINOR CONCRETE (CURB RAMP) CY 1,475.0000 50,150.00 23.720 34,987.00 36.790 54,265 090 PRE/POST CONSTRUCTION SURVEYS EA 1,119.0000 16,785.00 0.000 0 091 MISCELLANEOUS IRON AND STEEL LB 5.0000 64,190.00 12,604.000 63,020 (F) 092 MANHOLE FRAME AND COVER EA 1,800.0000 18,000.00 10.000 18,000 093 ADJUST UTILITY COVER TO GRADE EA 1,100.0000 8,800.00 0.000 0 094 ADJUST ACCESS BOX FRAME AND COVER EA 1,100.0000 4,400.00 0.000 0 (UTILITY) 095 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 1,650.0000 18,150.00 5.000 8,250 096 MARKER (CULVERT) EA 75.0000 300.00 0.000 0 097 REMOVE ROADSIDE SIGN EA 200.0000 3,800.00 0.000 0 098 RESET ROADSIDE SIGN EA 300.0000 900.00 0.000 0 099 RELOCATE ROADSIDE SIGN EA 300.0000 3,900.00 0.000 0 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1400 205.68 0.000 0 (0.063"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5700 3,899.70 0.000 0 (0.080"-UNFRAMED) 102 ROADSIDE SIGN - ONE POST EA 450.0000 11,700.00 0.000 0 103 ROADSIDE SIGN - TWO POST EA 700.0000 700.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F90U4 TIME 10:44 AM ESTIMATE NO. 005 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.5000 6,365.00 0.000 0 WET NIGHT VISIBILITY) 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 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 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 110 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 9.0000 11,790.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 111 ELECTRIC SERVICE FOR IRRIGATION LS 18,750.0000 18,750.00 0.280 5,250 112 LIGHTING SYSTEM LS 550,000.0000 550,000.00 0.104 57,200.00 0.926 509,300 113 RECTANGULAR RAPID FLASHING BEACON LS 68,000.0000 68,000.00 0.560 38,080.00 1.000 68,000 SYSTEMS 114 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 10,000.0000 10,000.00 0.000 0 115 MODIFYING TRAFFIC MONITORING STATIONS LS 10,000.0000 10,000.00 0.600 6,000 116 WATER METER CHARGES LS 5,000.0000 5,000.00 1.000 5,000 117 IRRIGATION WATER SERVICE CHARGES LS 2,500.0000 2,500.00 0.000 0 118 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 119 16-18 STATION IRRIGATION CONTROLLER EA 38,248.0000 38,248.00 0.000 0 (PEDESTAL MOUNTED) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 19,680.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 122 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,140.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) PROGRAM CAS145 PAGE 6 DATE 08/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F90U4 TIME 10:44 AM ESTIMATE NO. 005 BID OPENING 09/03/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,067,442.84 6,360,218.07 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,067,442.84 6,360,218.07 125 MOBILIZATION LS 744,000.0000 744,000.00 0.050 37,200.00 1.000 744,000 ORIGINAL CONTRACT AMOUNT 8,877,021.32 TOTAL WORK COMPLETED 2,104,642.84 7,104,218.07 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 2,094,642.84 7,094,218.07 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 11/10/25 110 04/06/26 04/06/26 09/18/26 90 72 0 0 79% 82% PROGRESS IS SATISFACTORY RIDDLE NICHOLAS RESIDENT ENGINEER