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 09/19/24 EST. NO. 002 TIME 01:32 PM 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 09/19/24 EST. NO. 002 TIME 01:32 PM 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 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 01:32 PM ESTIMATE NO. 002 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 09/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 09/19/24 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 0.250 1,875.00 0.500 3,750 003 TIME-RELATED OVERHEAD (LS) LS 250,000.0000 250,000.00 0.316 79,000.00 0.683 170,750 004 DEVELOP WATER SUPPLY LS 142,800.0000 142,800.00 0.316 45,124.80 0.683 97,532 005 CONSTRUCTION AREA SIGNS LS 19,250.0000 19,250.00 0.114 2,194.50 0.746 14,360 006 TRAFFIC CONTROL SYSTEM LS 604,500.0000 604,500.00 0.316 191,022.00 0.683 412,873 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200.0000 12,000.00 19.000 3,800.00 41.000 8,200 008 PORTABLE RADAR SPEED FEEDBACK SIGN LS 6,800.0000 6,800.00 0.316 2,148.80 0.683 4,644 SYSTEMS (LS) 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,400.0000 14,400.00 0.316 4,550.40 0.683 9,835 010 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 6,000.0000 6,000.00 0.316 1,896.00 0.683 4,098 011 JOB SITE MANAGEMENT LS 12,100.0000 12,100.00 0.316 3,823.60 0.683 8,264 012 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 15,675.00 450.000 2,137 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,670.0000 9,340.00 0.000 0 016 STREET SWEEPING LS 16,000.0000 16,000.00 0.316 5,056.00 0.683 10,928 017 TEMPORARY CONCRETE WASHOUT LS 2,650.0000 2,650.00 0.316 837.40 0.683 1,809 018 TREATED WOOD WASTE LB 0.4000 17,000.00 0.000 0 019 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 2,740.0000 13,700.00 4.000 10,960.00 9.000 24,660 020 REMOVE CONCRETE (SQYD) SQYD 27.3000 10,101.00 0.000 0 021 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 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 01:32 PM ESTIMATE NO. 002 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 09/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 16,250 024 ROADWAY EXCAVATION CY 78.0000 96,720.00 2.000 156.00 149.000 11,622 025 SHOULDER BACKING TON 46.8600 281,160.00 286.240 13,413.21 286.240 13,413 026 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 28.000 2,940.00 154.000 16,170 030 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 5,508.05 41.010 5,508 037 ASPHALT-RUBBER BINDER TON 600.0000 40,800.00 62.240 37,344.00 62.240 37,344 038 ASPHALTIC EMULSION (FLUSH COAT) TON 2,500.0000 17,500.00 7.110 17,775.00 7.110 17,775 039 PRECOATED AGGREGATE (SEAL COAT) TON 108.4700 47,726.80 458.610 49,745.43 458.610 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 17,606.150 2,042,313.40 18,876.000 2,189,616 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 10,680.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 8,400.00 0.000 0 044 TACK COAT TON 609.8800 31,103.88 0.000 0 045 REMOVE ASPHALT CONCRETE DIKE LF 7.0900 27,792.80 472.000 3,346 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 234,000.00 19,184.200 191,842.00 19,184.200 191,842 047 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 10,000.0000 150,000.00 1.500 15,000.00 1.500 15,000 048 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 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 01:32 PM ESTIMATE NO. 002 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 09/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 057 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 16,200.60 103.500 5,408.91 368.500 19,257 060 DETECTABLE WARNING SURFACE SQFT 38.4100 16,900.40 30.000 1,152.30 30.000 1,152 061 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 6.920 9,934.49 6.920 9,934 RAMP) 063 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 69.7800 29,307.60 339.000 23,655 064 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 0.000 0 (UTILITY) 066 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 2,331.5500 11,657.75 0.000 0 067 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 0.000 0 072 REMOVE DELINEATOR EA 10.0000 3,100.00 0.000 0 073 DELINEATOR (CLASS 2) EA 60.0000 19,200.00 0.000 0 074 PAVEMENT MARKER EA 10.5000 59,535.00 0.000 0 (RETROREFLECTIVE-RECESSED) 075 MILEPOST MARKER EA 75.0000 1,425.00 0.000 0 076 MARKER (CULVERT) EA 60.0000 360.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 01:32 PM ESTIMATE NO. 002 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 09/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 REMOVE MARKER EA 10.0000 390.00 0.000 0 079 REMOVE ROADSIDE SIGN EA 100.0000 6,000.00 0.000 0 080 RESET ROADSIDE SIGN (METAL POST) EA 375.0000 750.00 0.000 0 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 3,565.00 0.000 0 (0.063"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6000 4,400.00 0.000 0 (0.080"-UNFRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.5000 2,925.00 0.000 0 (0.063"-FRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.5000 12,690.00 0.000 0 (0.080"-FRAMED) 085 ROADSIDE SIGN - ONE POST EA 510.0000 20,910.00 0.000 0 086 ROADSIDE SIGN - TWO POST EA 650.0000 14,950.00 0.000 0 087 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 38.0000 8,740.00 0.000 0 088 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 38.5000 107,030.00 0.000 0 089 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 0.000 0 091 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 24,150.00 0.000 0 (TL-3) 092 REMOVE GUARDRAIL LF 5.7500 19,377.50 0.000 0 093 THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 45,370.00 0.000 0 094 12" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 31,200.00 0.000 0 PAVEMENT) 095 18" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0000 58,400.00 0.000 0 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 0.316 1,580.00 0.683 3,415 SYSTEM ELEMENTS DURING CONSTRUCTION 099 ROADSIDE WEATHER INFORMATION SYSTEM LS 270,000.0000 270,000.00 0.000 0 100 LIGHTING SYSTEM LS 175,000.0000 175,000.00 0.000 0 101 TRAFFIC MONITORING STATION SYSTEM LS 150,000.0000 150,000.00 0.000 0 102 FLASHING BEACON SYSTEM LS 55,000.0000 55,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 01:32 PM ESTIMATE NO. 002 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 09/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 SYSTEMS 104 MODIFYING CAMERA SYSTEMS LS 400,000.0000 400,000.00 0.000 0 105 MODIFYING TRAFFIC MONITORING STATIONS LS 5,000.0000 5,000.00 0.000 0 106 MODIFYING FLASHING BEACON SYSTEMS LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0004 TIME 01:32 PM ESTIMATE NO. 002 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 09/20/24 R.E. NAME: HENRY AUSTIN DATE OF THIS ESTIMATE 09/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,746,401.29 4,181,475.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,746,401.29 4,181,475.34 107 MOBILIZATION LS 1,000,000.0000 1,000,000.00 0.200 200,000.00 0.950 950,000 ORIGINAL CONTRACT AMOUNT 10,995,880.46 TOTAL WORK COMPLETED 2,946,401.29 5,131,475.34 MATERIALS ON HAND ON SITE 85,495.08 DEDUCTIONS 0.00 -4,000.00 TOTAL 2,946,401.29 5,212,970.42 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 10/18/24 41 34 0 0 47% 68% PROGRESS IS SATISFACTORY HENRY AUSTIN RESIDENT ENGINEER