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 06/22/22 EST. NO. 002 TIME 07:33 AM R.E. NAME: NATHAN ALEXANDER 02-1H4704 --------------------------------------------------------------------------- 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 06/22/22 EST. NO. 002 TIME 07:33 AM R.E. NAME: NATHAN ALEXANDER 02-1H4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 07:33 AM ESTIMATE NO. 002 BID OPENING 08/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 06/22/22 LOCATION PROGRESS ESTIMATE 02-TEH-5-36.3/41.6 ----------------- BALDWIN CONTRACTING COMPANY IN TEHAMA COUNTY NEAR RED BLUFF INC. DBA. KNIFE RIVER CONSTRUC FROM NINE MILE HILL OVERCROSSING TO TION 0.1 MILE NORTH OF BOWMAN ROAD 1764 SKYWAY; OVERCROSSING CHICO CA 95928 FED. AID NO. HSIM-005 -8(644)E IMPROVE CLEAR RECOVERY ZONE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 10,000.0000 10,000.00 0.300 3,000.00 0.380 3,800 003 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000 004 CONSTRUCTION AREA SIGNS LS 5,300.0000 5,300.00 0.500 2,650 005 TRAFFIC CONTROL SYSTEM LS 171,000.0000 171,000.00 0.300 51,300.00 0.380 64,980 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.300 4,800.00 0.380 6,080 007 TEMPORARY RADAR SPEED FEEDBACK EA 4,000.0000 16,000.00 1.000 4,000 SIGN SYSTEM 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.300 6,000.00 0.380 7,600 009 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 2,500.00 0.000 0 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 3,500.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 013 TEMPORARY CHECK DAM LF 5.0000 750.00 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,600.00 7.000 1,400.00 7.000 1,400 015 TEMPORARY FIBER ROLL LF 3.5000 9,450.00 0.000 0 016 TEMPORARY GRAVEL BAG BERM LF 6.0000 3,000.00 0.000 0 017 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.000 0 018 TREATED WOOD WASTE LB 1.2500 5,037.50 0.000 0 019 INVASIVE SPECIES CONTROL LS 6,000.0000 6,000.00 0.000 0 020 TEMPORARY HIGH-VISIBILITY FENCE LF 3.0000 7,770.00 2,617.000 7,851 021 REMOVE TREE EA 419.0000 5,447.00 13.000 5,447 022 CLEARING AND GRUBBING (LS) LS 44,663.0000 44,663.00 1.000 44,663 PROGRAM CAS145 PAGE 2 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 07:33 AM ESTIMATE NO. 002 BID OPENING 08/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 12.0000 1,476,000.00 100,000.000 1,200,000.00 103,000.000 1,236,000 024 SHOULDER BACKING TON 40.0000 154,000.00 0.000 0 025 DITCH EXCAVATION CY 400.0000 2,000.00 0.000 0 026 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.7500 30,187.50 0.000 0 CLASS B3 027 PLANT (GROUP O) EA 3.0000 1,230.00 0.000 0 028 FIBER REINFORCED MATRIX SQFT 0.1700 36,040.00 0.000 0 029 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 140,000.00 0.000 0 030 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1400 100,380.00 0.000 0 031 FINISHING ROADWAY LS 50,000.0000 50,000.00 0.000 0 032 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 341,040.00 0.000 0 033 HOT MIX ASPHALT (TYPE A) TON 122.0000 458,720.00 0.000 0 034 HOT MIX ASPHALT-OPEN GRADED TON 181.0000 99,550.00 0.000 0 (OPEN GRADED FRICTION COURSE) 035 PLACE HOT MIX ASPHALT SQYD 100.0000 23,000.00 0.000 0 (MISCELLANEOUS AREA) 036 TACK COAT TON 700.0000 2,100.00 0.000 0 037 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 16,940.00 0.000 0 038 STRUCTURAL CONCRETE, HEADWALL CY 1,450.0000 3,915.00 2.640 3,828.00 2.640 3,828 (F) 039 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,210.0000 61,880.00 17.310 38,255.10 17.310 38,255 (F) 040 MINOR CONCRETE (MINOR STRUCTURE) CY 815.0000 8,150.00 7.270 5,925.05 7.270 5,925 (F) 041 REMOVE RETAINING WALL (LF) LF 65.0000 9,750.00 149.800 9,737.00 149.800 9,737 042 24" PLASTIC PIPE LF 99.0000 17,820.00 176.000 17,424.00 176.000 17,424 043 30" REINFORCED CONCRETE PIPE (CLASS II) LF 195.0000 4,485.00 0.000 0 044 24" REINFORCED CONCRETE PIPE (CLASS III) LF 140.0000 28,000.00 188.000 26,320.00 188.000 26,320 045 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 125.0000 82,500.00 612.000 76,500.00 612.000 76,500 046 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 250.0000 10,000.00 22.000 5,500.00 22.000 5,500 047 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 420.0000 18,900.00 44.600 18,732.00 44.600 18,732 048 24" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 6,600.00 18.000 3,600.00 18.000 3,600 049 18" CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 07:33 AM ESTIMATE NO. 002 BID OPENING 08/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" CONCRETE FLARED END SECTION EA 2,300.0000 2,300.00 1.000 2,300.00 1.000 2,300 051 36" PRECAST CONCRETE PIPE INLET LF 515.0000 42,230.00 64.300 33,114.50 64.300 33,114 052 ABANDON CULVERT (LF) LF 61.0000 18,300.00 180.800 11,028.80 180.800 11,028 053 REMOVE OVERSIDE DRAIN EA 580.0000 1,740.00 0.000 0 054 REMOVE CULVERT (LF) LF 28.0000 5,040.00 136.700 3,827.60 136.700 3,827 055 REMOVE INLET EA 590.0000 1,180.00 2.000 1,180.00 2.000 1,180 056 REMOVE HEADWALL EA 500.0000 9,500.00 15.000 7,500.00 15.000 7,500 057 REMOVE CONCRETE FLARED END SECTION (EA) EA 375.0000 4,125.00 9.000 3,375.00 9.000 3,375 058 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 475.0000 2,850.00 1.000 475.00 1.000 475 059 REMOVE FLARED END SECTION (EA) EA 350.0000 350.00 1.000 350.00 1.000 350 060 SAND BACKFILL CY 230.0000 5,060.00 11.800 2,714.00 11.800 2,714 061 ROCK SLOPE PROTECTION CY 290.0000 165,300.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 062 ROCK SLOPE PROTECTION CY 290.0000 292,900.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 063 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 152.00 0.000 0 064 MISCELLANEOUS IRON AND STEEL LB 2.5000 11,070.00 2,944.000 7,360.00 2,944.000 7,360 (F) 065 ADJUST PULLBOX TO GRADE EA 500.0000 1,000.00 0.000 0 066 REMOVE PULLBOX EA 100.0000 400.00 4.000 400.00 4.000 400 067 REMOVE UTILITY VAULT EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 068 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,120.00 0.000 0 069 RESET ROADSIDE SIGN EA 200.0000 1,200.00 0.000 0 070 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.0000 17,640.00 0.000 0 071 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 9,800.00 0.000 0 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 0.000 0 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 9,900.00 0.000 0 074 REMOVE GUARDRAIL LF 1.7500 612.50 203.600 356.30 203.600 356 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 11,175.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 076 12" RUMBLE STRIP STA 20.0000 1,480.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 4 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 07:33 AM ESTIMATE NO. 002 BID OPENING 08/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 22,500.0000 22,500.00 0.500 11,250 SYSTEM ELEMENTS DURING CONSTRUCTION 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 REMOVE ROADSIDE SIGN (WOOD POST) EA 250.0000 500.00 0.000 0 080 RESET ROADSIDE SIGN (TWO POST) EA 400.0000 800.00 0.000 0 081 RESET ROADSIDE SIGN (WOOD POST) EA 400.0000 400.00 0.000 0 082 RESET ROADSIDE SIGN (METAL POST) EA 250.0000 2,750.00 0.000 0 083 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.0000 1,782.00 0.000 0 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 1,392.00 0.000 0 (0.080"-FRAMED) 085 ROADSIDE SIGN - ONE POST EA 1,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 07:33 AM ESTIMATE NO. 002 BID OPENING 08/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 06/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,550,802.35 1,713,023.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,550,802.35 1,713,023.35 086 MOBILIZATION LS 300,000.0000 300,000.00 0.950 285,000.00 0.950 285,000 ORIGINAL CONTRACT AMOUNT 4,504,203.50 TOTAL WORK COMPLETED 1,835,802.35 1,998,023.35 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,835,802.35 1,998,023.35 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 10/22/21 65 05/16/22 12/20/21 08/18/22 23 104 0 0 44% 35% PROGRESS IS SATISFACTORY NATHAN ALEXANDER RESIDENT ENGINEER