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 06/19/23 EST. NO. 001 TIME 07:14 AM R.E. NAME: GRANDY, DWAYNE 03-0J8704 --------------------------------------------------------------------------- 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 06/19/23 EST. NO. 001 TIME 07:14 AM R.E. NAME: GRANDY, DWAYNE 03-0J8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J8704 TIME 07:14 AM ESTIMATE NO. 001 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 06/19/23 LOCATION PROGRESS ESTIMATE 03-BUT-191-8.4/10.1 ----------------- A. TEICHERT & SON INC DBA BUTTE COUNTY IN AND NEAR PARADISE FROM 0.3 TEICHERT CONSTRUCTION MILES SOUTH OF AIRPORT ROAD TO 0.2 MILES 3500 AMERICAN RIVER DR NORTH OF OLD CLARK ROAD SACRAMENTO CA 95864 FED. AID NO. ACST-ER (37Y)4 STABILIZE CUT SLOPE, WIDEN SHOULDERS, REPL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.139 48,650.00 0.139 48,650 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 0.139 10,425.00 0.139 10,425 007 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.556 5,282.00 0.556 5,282 008 TRAFFIC CONTROL SYSTEM LS 491,353.3700 491,353.37 0.139 68,298.12 0.139 68,298 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5700 17,271.00 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 29.3000 12,306.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 22,000.0000 22,000.00 0.139 3,058.00 0.139 3,058 012 TEMPORARY RAILING (TYPE K) LF 14.8000 190,920.00 3,860.000 57,128.00 3,860.000 57,128 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 30,000.00 4.000 12,000.00 4.000 12,000 014 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 50.0000 12,000.00 34.000 1,700.00 34.000 1,700 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.139 6,950.00 0.139 6,950 016 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 17,750.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 700.0000 8,400.00 0.000 0 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.7100 24,708.00 0.000 0 MATRIX) 022 TEMPORARY COMPOST SOCK LF 5.4700 5,470.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J8704 TIME 07:14 AM ESTIMATE NO. 001 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 2.6300 30,508.00 0.000 0 024 TEMPORARY CHECK DAM LF 5.3600 3,430.40 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 157.0300 1,570.30 8.000 1,256.24 8.000 1,256 026 TEMPORARY FIBER ROLL LF 3.8600 77,200.00 5,906.500 22,799.09 5,906.500 22,799 027 TEMPORARY REINFORCED SILT FENCE LF 7.0400 18,867.20 815.000 5,737.60 815.000 5,737 028 TEMPORARY SILT FENCE LF 3.1000 16,182.00 700.000 2,170.00 700.000 2,170 029 TEMPORARY CONSTRUCTION ENTRANCE EA 5,400.0000 32,400.00 2.000 10,800.00 2.000 10,800 030 STREET SWEEPING LS 175,000.0000 175,000.00 0.139 24,325.00 0.139 24,325 031 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,000.0000 5,000.00 1.000 1,000.00 1.000 1,000 033 TEMPORARY HIGH-VISIBILITY FENCE LF 7.1000 8,023.00 0.000 0 034 CLEARING AND GRUBBING (LS) LS 175,000.0000 175,000.00 0.250 43,750.00 0.250 43,750 035 ROADWAY EXCAVATION CY 19.0000 2,432,000.00 32,556.000 618,564.00 32,556.000 618,564 036 SHOULDER BACKING TON 35.0000 94,850.00 0.000 0 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 5,600.00 0.000 0 038 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1600 57,760.00 0.000 0 039 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5400 178,740.00 0.000 0 040 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.6400 15,808.00 0.000 0 041 ROLLED EROSION CONTROL PRODUCT (TRM) SQFT 6.6000 1,128,600.00 0.000 0 042 FIBER ROLLS LF 3.7300 116,376.00 0.000 0 043 FIBER REINFORCED MATRIX (FRM) SQFT 0.1700 166,940.00 0.000 0 044 COMPOST (CY) CY 37.2600 127,801.80 0.000 0 045 INCORPORATE MATERIALS SQFT 0.0500 22,050.00 0.000 0 046 PERMANENT EROSION CONTROL ESTABLISHMENT LS 44,500.0000 44,500.00 0.000 0 WORK 047 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 376,000.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 115.0000 400,200.00 12.000 1,380.00 12.000 1,380 049 HOT MIX ASPHALT (LEVELING) TON 140.0000 473,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J8704 TIME 07:14 AM ESTIMATE NO. 001 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 131.5000 770,590.00 0.000 0 051 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 137.1000 401,703.00 0.000 0 (OPEN GRADED FRICTION COURSE) 052 DATA CORE LS 1,500.0000 1,500.00 0.000 0 053 TACK COAT TON 1,750.0000 52,500.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 92,400.00 0.000 0 055 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 6,820.00 0.000 0 (F) 056 CONCRETE BACKFILL (PIPE TRENCH) CY 260.0000 1,040.00 0.000 0 (F) 057 18" REINFORCED CONCRETE PIPE LF 210.0000 77,700.00 30.700 6,447.00 30.700 6,447 058 24" REINFORCED CONCRETE PIPE LF 255.0000 130,050.00 60.500 15,427.50 60.500 15,427 059 24" CORRUGATED STEEL PIPE (.138" THICK) LF 280.0000 148,400.00 0.000 0 060 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 450.0000 34,200.00 0.000 0 (.138" THICK) 061 24" ANCHOR ASSEMBLY EA 470.0000 8,460.00 0.000 0 062 36" CORRUGATED STEEL PIPE INLET (.168" LF 1,220.0000 6,100.00 0.000 0 THICK) 063 18" CONCRETE FLARED END SECTION EA 1,520.0000 18,240.00 0.000 0 064 24" CONCRETE FLARED END SECTION EA 1,620.0000 16,200.00 0.000 0 065 24" ALTERNATIVE FLARED END SECTION EA 900.0000 12,600.00 0.000 0 066 REMOVE CULVERT (LF) LF 22.0000 14,740.00 131.400 2,890.80 131.400 2,890 067 REMOVE INLET EA 650.0000 6,500.00 1.000 650.00 1.000 650 068 REMOVE HEADWALL EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 069 REMOVE FLARED END SECTION (EA) EA 1,100.0000 1,100.00 0.000 0 070 SMALL-ROCK SLOPE PROTECTION CY 160.0000 8,000.00 0.000 0 071 CONCRETE (DITCH LINING) CY 740.0000 207,200.00 0.000 0 072 CONCRETE (CONCRETE APRON) CY 1,300.0000 2,600.00 0.000 0 073 ROCK SLOPE PROTECTION (150 LB, CLASS CY 125.0000 51,250.00 0.000 0 III, METHOD B) (CY) 074 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 148.0000 54,760.00 0.000 0 METHOD B) (CY) 075 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 22.0000 49,500.00 0.000 0 076 MINOR CONCRETE (CURB) (CY) CY 2,100.0000 1,470.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J8704 TIME 07:14 AM ESTIMATE NO. 001 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS IRON AND STEEL LB 3.6000 3,132.00 0.000 0 (F) 078 WATER SYSTEM LS 50,000.0000 50,000.00 0.000 0 079 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 18.4000 19,320.00 0.000 0 080 FENCE (TYPE WM, METAL POST) LF 20.5000 10,455.00 0.000 0 081 CHAIN LINK FENCE (TYPE CL-6) LF 56.2000 55,076.00 0.000 0 082 REMOVE FENCE LF 5.2000 16,588.00 2,191.000 11,393.20 2,191.000 11,393 083 DELINEATOR (CLASS 2) EA 45.0000 4,005.00 0.000 0 084 PAVEMENT MARKER EA 14.9000 11,175.00 0.000 0 (RETROREFLECTIVE-RECESSED) 085 MILEPOST MARKER EA 50.0000 200.00 0.000 0 086 MARKER (CULVERT) EA 45.0000 1,980.00 0.000 0 087 TREATMENT BEST MANAGEMENT PRACTICE EA 75.0000 750.00 0.000 0 MARKER 088 OBJECT MARKER (TYPE L-1) EA 60.0000 180.00 0.000 0 089 RESET ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0 090 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.4000 323.40 0.000 0 (0.080"-UNFRAMED) 092 ROADSIDE SIGN - ONE POST EA 350.0000 350.00 0.000 0 093 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.2000 96,786.00 0.000 0 094 RAIL ELEMENT WALL (LF) LF 572.0000 600,600.00 0.000 0 095 VEGETATION CONTROL (MINOR CONCRETE) SQYD 64.2500 97,017.50 0.000 0 096 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,600.0000 3,200.00 0.000 0 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,625.0000 7,250.00 0.000 0 098 REMOVE GUARDRAIL LF 4.6000 13,294.00 0.000 0 099 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 19.4000 3,298.00 0.000 0 WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.4200 2,394.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 43,125.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.2700 432.63 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J8704 TIME 07:14 AM ESTIMATE NO. 001 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5600 4,710.40 0.000 0 104 12" RUMBLE STRIP (ASPHALT CONCRETE STA 75.0000 20,250.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 6 DATE 06/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0J8704 TIME 07:14 AM ESTIMATE NO. 001 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/23 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 06/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 986,581.55 986,581.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 986,581.55 986,581.55 105 MOBILIZATION LS 1,000,000.0000 1,000,000.00 0.500 500,000.00 0.500 500,000 ORIGINAL CONTRACT AMOUNT 11,824,300.00 TOTAL WORK COMPLETED 1,486,581.55 1,486,581.55 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,486,581.55 1,486,581.55 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 03/16/23 115 05/26/23 05/10/23 11/09/23 16 13 0 0 13% 14% PROGRESS IS SATISFACTORY GRANDY, DWAYNE RESIDENT ENGINEER