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 04/21/25 EST. NO. 006 TIME 10:38 AM R.E. NAME: HENRY AUSTIN 02-4H0004 --------------------------------------------------------------------------- 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 04/21/25 EST. NO. 006 TIME 10:38 AM R.E. NAME: HENRY AUSTIN 02-4H0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/24 -4,000.00 001 DEDUCT LTTR 10/24 -10,000.00 003 RTN DEDUCT LTR 8/24 4,000.00 003 DEDUCT LTTR 11/24 -10,000.00 004 DEDUCT LTTR 12/24 -6,000.00 005 RTN DEDUCT LTR 10/24 10,000.00 005 RTN DEDUCT LTR 11/24 10,000.00 006 RTN DEDUCT LTR 12/24 6,000.00 006 16,000.00 0.00 TOTAL DEDUCTIONS 16,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 10:38 AM ESTIMATE NO. 006 BID OPENING 12/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 04/21/25 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-97-45.0/54.1 ----------------------- 02-SIS-161-0.0/0.8 ROCKY MOUNTAIN CONSTRUCTION SISKIYOU COUNTY IN AND NEAR DORRIS ON 4815 TINGLEY LANE #A ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK KLAMATH FALLS OR 97603 ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN FED. AID NO. ACNH-X089(11)E HOT MIX ASPHALT, PAVEMENT DELINEATION, & E ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,500.0000 7,500.00 0.750 5,625 003 TIME-RELATED OVERHEAD (LS) LS 250,000.0000 250,000.00 0.933 233,250 004 DEVELOP WATER SUPPLY LS 142,800.0000 142,800.00 0.933 133,232 005 CONSTRUCTION AREA SIGNS LS 19,250.0000 19,250.00 0.836 16,093 006 TRAFFIC CONTROL SYSTEM LS 604,500.0000 604,500.00 0.933 563,998 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200.0000 12,000.00 56.000 11,200 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,800.0000 6,800.00 0.933 6,344 SYSTEMS (LS) 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,400.0000 14,400.00 0.933 13,435 010 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,000.0000 6,000.00 0.933 5,598 011 JOB SITE MANAGEMENT LS 12,100.0000 12,100.00 0.933 11,289 012 WATER POLLUTION CONTROL PROGRAM LS 850.0000 850.00 1.000 850 013 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 9,400.00 32.000 6,400 014 TEMPORARY FIBER ROLL LF 4.7500 15,675.00 2,525.000 11,993 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,670.0000 9,340.00 0.000 0 016 STREET SWEEPING LS 16,000.0000 16,000.00 0.933 14,928 017 TEMPORARY CONCRETE WASHOUT LS 2,650.0000 2,650.00 0.933 2,472 018 TREATED WOOD WASTE LB 0.4000 17,000.00 0.000 0 019 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 2,740.0000 13,700.00 9.000 24,660 020 REMOVE CONCRETE (SQYD) SQYD 27.3000 10,101.00 338.000 9,227 021 TEMPORARY HIGH-VISIBILITY FENCE LF 15.4200 2,775.60 176.000 2,713 022 ESA DELINEATION (TYPE A) LF 1.3000 2,379.00 1,826.000 2,373 PROGRAM CAS145 PAGE 2 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 10:38 AM ESTIMATE NO. 006 BID OPENING 12/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 1.000 65,000 024 ROADWAY EXCAVATION CY 78.0000 96,720.00 231.000 18,018 025 SHOULDER BACKING TON 46.8600 281,160.00 3,118.400 146,128 026 SUBGRADE ENHANCEMENT GEOGRID SQYD 3.3800 4,326.40 0.000 0 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,500.0000 2,500.00 0.000 0 028 BONDED FIBER MATRIX (SQFT) SQFT 0.2400 5,376.00 0.000 0 029 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 103,950.00 260.000 27,300 030 FULL DEPTH RECYCLING-CEMENT SQYD 13.4800 132,508.40 9,826.000 132,454 031 CEMENT (FULL DEPTH RECYCLING-CEMENT) TON 235.0000 47,000.00 199.000 46,765 032 SUPPLEMENTARY AGGREGATE (FULL DEPTH TON 23.0400 13,593.60 584.000 13,455 RECYCLING-CEMENT) 033 ASPHALTIC EMULSION (FULL DEPTH TON 609.8800 3,049.40 4.500 2,744 RECYCLING-CEMENT) 034 SAND COVER (FULL DEPTH RECYCLING-CEMENT) TON 30.5600 611.20 19.700 602 035 MIX DESIGN (FULL DEPTH RECYCLING-CEMENT) LS 23,000.0000 23,000.00 1.000 23,000 036 SAND COVER (SEAL) TON 134.3100 5,103.78 41.010 5,508 037 ASPHALT-RUBBER BINDER TON 600.0000 40,800.00 62.240 37,344 038 ASPHALTIC EMULSION (FLUSH COAT) TON 2,500.0000 17,500.00 7.110 17,775 039 PRECOATED AGGREGATE (SEAL COAT) TON 108.4700 47,726.80 458.610 49,745 040 REPLACE ASPHALT CONCRETE SURFACING CY 500.0000 470,000.00 981.380 490,690 041 HOT MIX ASPHALT (TYPE A) TON 116.0000 4,280,400.00 160.420 18,608.72 38,483.190 4,464,050 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 10,680.00 2,530.000 10,120.00 2,530.000 10,120 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 8,400.00 1,984.000 7,936.00 1,984.000 7,936 044 TACK COAT TON 609.8800 31,103.88 0.000 0 045 REMOVE ASPHALT CONCRETE DIKE LF 7.0900 27,792.80 3,823.000 27,105 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 234,000.00 23,368.280 233,682 047 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 10,000.0000 150,000.00 13.500 135,000 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,038.4615 2,650.00 1.300 2,650 (F) 049 BAR REINFORCING STEEL LB 2.1500 2,100.55 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 10:38 AM ESTIMATE NO. 006 BID OPENING 12/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (PIPE TRENCH) CY 536.5000 1,073.00 1.900 1,019 (F) 051 17" X 13" CORRUGATED STEEL PIPE ARCH LF 232.9200 8,618.04 36.400 8,478 (.079" THICK) 052 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 223.5400 7,823.90 34.500 7,712 (.079" THICK) 053 REMOVE CULVERT (LF) LF 46.8200 2,294.18 48.800 2,284 054 REMOVE INLET EA 5,034.0000 5,034.00 1.000 5,034 055 ADJUST INLET EA 2,473.5000 4,947.00 0.000 0 056 ADJUST FRAME AND COVER TO GRADE EA 1,871.6000 9,358.00 3.000 5,614 057 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 88.3700 28,278.40 314.000 27,748 METHOD B) (CY) 058 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.2800 2,508.00 1,100.000 2,508 059 MINOR CONCRETE (CURB) (LF) LF 52.2600 16,200.60 475.300 24,839 060 DETECTABLE WARNING SURFACE SQFT 38.4100 16,900.40 364.100 13,985 061 MINOR CONCRETE (MISCELLANEOUS CY 1,033.4200 12,401.04 0.000 0 CONSTRUCTION) 062 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,435.6200 94,750.92 38.850 55,773 RAMP) 063 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 69.7800 29,307.60 419.000 29,237 064 MISCELLANEOUS IRON AND STEEL LB 5.8300 1,900.58 326.000 1,900 (F) 065 ADJUST ACCESS BOX FRAME AND COVER EA 641.7200 20,535.04 15.000 9,625 (UTILITY) 066 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 2,331.5500 11,657.75 4.000 9,326 067 CHAIN LINK FENCE (MINI MESH, TYPE LF 225.0000 11,700.00 0.000 0 MMCL-6, EXTENSION ARM) 068 4' CHAIN LINK GATE (MINI MESH, TYPE EA 4,500.0000 4,500.00 0.000 0 MMCL-6, EXTENSION ARM) 069 REMOVE CHAIN LINK FENCE LF 10.0000 150.00 0.000 0 070 RECONSTRUCT CHAIN LINK FENCE LF 100.0000 1,500.00 0.000 0 071 REMOVE PAVEMENT MARKER EA 2.7900 14,201.10 5,086.000 14,189 072 REMOVE DELINEATOR EA 10.0000 3,100.00 310.000 3,100 073 DELINEATOR (CLASS 2) EA 60.0000 19,200.00 320.000 19,200 074 PAVEMENT MARKER EA 10.5000 59,535.00 0.000 0 (RETROREFLECTIVE-RECESSED) 075 MILEPOST MARKER EA 75.0000 1,425.00 18.000 1,350 076 MARKER (CULVERT) EA 60.0000 360.00 6.000 360 PROGRAM CAS145 PAGE 4 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 10:38 AM ESTIMATE NO. 006 BID OPENING 12/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE L-1) EA 75.0000 1,350.00 18.000 1,350 078 REMOVE MARKER EA 10.0000 390.00 44.000 440 079 REMOVE ROADSIDE SIGN EA 100.0000 6,000.00 63.000 6,300 080 RESET ROADSIDE SIGN (METAL POST) EA 375.0000 750.00 2.000 750 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 3,565.00 254.650 3,947 (0.063"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 4,400.00 276.820 4,872 (0.080"-UNFRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5000 2,925.00 108.000 2,430 (0.063"-FRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.5000 12,690.00 528.590 12,421 (0.080"-FRAMED) 085 ROADSIDE SIGN - ONE POST EA 510.0000 20,910.00 42.000 21,420 086 ROADSIDE SIGN - TWO POST EA 650.0000 14,950.00 25.000 16,250 087 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 38.0000 8,740.00 225.000 8,550 088 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 38.5000 107,030.00 2,800.000 107,800 089 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 103,500.00 0.000 0 090 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,950.0000 1,950.00 2.000 3,900 091 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 24,150.00 6.000 20,700 (TL-3) 092 REMOVE GUARDRAIL LF 5.7500 19,377.50 3,362.000 19,331 093 THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 45,370.00 0.000 0 094 12" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 31,200.00 476.850 30,995 PAVEMENT) 095 18" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0000 58,400.00 662.100 52,968 PAVEMENT) 096 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.2000 636,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 097 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 8,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 098 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.933 4,665 SYSTEM ELEMENTS DURING CONSTRUCTION 099 ROADSIDE WEATHER INFORMATION SYSTEM LS 270,000.0000 270,000.00 0.483 130,410 100 LIGHTING SYSTEM LS 175,000.0000 175,000.00 0.565 98,875 101 TRAFFIC MONITORING STATION SYSTEM LS 150,000.0000 150,000.00 0.589 88,350 102 FLASHING BEACON SYSTEM LS 55,000.0000 55,000.00 0.255 14,025 PROGRAM CAS145 PAGE 5 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 10:38 AM ESTIMATE NO. 006 BID OPENING 12/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 RECTANGULAR RAPID FLASHING BEACON LS 100,000.0000 100,000.00 0.480 48,000 SYSTEMS 104 MODIFYING CAMERA SYSTEMS LS 400,000.0000 400,000.00 0.494 197,600 105 MODIFYING TRAFFIC MONITORING STATIONS LS 5,000.0000 5,000.00 0.450 2,250 106 MODIFYING FLASHING BEACON SYSTEMS LS 50,000.0000 50,000.00 0.450 22,500 PROGRAM CAS145 PAGE 6 DATE 04/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 10:38 AM ESTIMATE NO. 006 BID OPENING 12/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 04/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 36,664.72 8,198,347.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 75,548.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 36,664.72 8,273,896.66 107 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 10,995,880.46 TOTAL WORK COMPLETED 36,664.72 9,273,896.66 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 16,000.00 0.00 TOTAL 52,664.72 9,273,896.66 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 05/22/24 60 06/06/24 06/06/24 05/01/25 56 159 5 0 81% 86% PROGRESS IS SATISFACTORY HENRY AUSTIN RESIDENT ENGINEER