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 01/12/23 EST. NO. 005 TIME 03:34 PM 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 --------------------------------------------------------------------------- 001 0001 36,971.73 A.C. @ U.P.(+) 011223 N 001 0 36,971.73 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 36,971.73 TOTAL TO DATE 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 01/12/23 EST. NO. 005 TIME 03:34 PM R.E. NAME: NATHAN ALEXANDER 02-1H4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 005 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 01/12/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 03:34 PM ESTIMATE NO. 005 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 09/23/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 01/12/23 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 10,000 003 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 1.000 5,300 005 TRAFFIC CONTROL SYSTEM LS 171,000.0000 171,000.00 1.000 171,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 1.000 16,000 007 TEMPORARY RADAR SPEED FEEDBACK EA 4,000.0000 16,000.00 4.000 16,000 SIGN SYSTEM 008 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 009 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 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 1,400 015 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 1.000 1,500 018 TREATED WOOD WASTE LB 1.2500 5,037.50 0.000 0 019 INVASIVE SPECIES CONTROL LS 6,000.0000 6,000.00 1.000 6,000 020 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 01/12/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 03:34 PM ESTIMATE NO. 005 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 09/23/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 01/12/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 12.0000 1,476,000.00 120,000.000 1,440,000 024 SHOULDER BACKING TON 40.0000 154,000.00 2,472.530 98,901 025 DITCH EXCAVATION CY 400.0000 2,000.00 4.200 1,680 026 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.7500 30,187.50 7,245.000 27,168 CLASS B3 027 PLANT (GROUP O) EA 3.0000 1,230.00 0.000 0 028 FIBER REINFORCED MATRIX SQFT 0.1700 36,040.00 225,858.000 38,395 029 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 140,000.00 1,407,828.000 140,782 030 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.1400 100,380.00 688,839.000 96,437 031 FINISHING ROADWAY LS 50,000.0000 50,000.00 1.000 50,000 032 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 341,040.00 5,765.680 334,409 033 HOT MIX ASPHALT (TYPE A) TON 122.0000 458,720.00 3,411.400 416,190 034 HOT MIX ASPHALT-OPEN GRADED TON 181.0000 99,550.00 539.490 97,647 (OPEN GRADED FRICTION COURSE) 035 PLACE HOT MIX ASPHALT SQYD 100.0000 23,000.00 245.500 24,550 (MISCELLANEOUS AREA) 036 TACK COAT TON 700.0000 2,100.00 1.160 812 037 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 16,940.00 4,891.000 17,118 038 STRUCTURAL CONCRETE, HEADWALL CY 1,450.0000 3,915.00 2.640 3,828 (F) 039 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,210.0000 61,880.00 27.140 59,979 (F) 040 MINOR CONCRETE (MINOR STRUCTURE) CY 815.0000 8,150.00 8.940 7,286 (F) 041 REMOVE RETAINING WALL (LF) LF 65.0000 9,750.00 149.800 9,737 042 24" PLASTIC PIPE LF 99.0000 17,820.00 176.000 17,424 043 30" REINFORCED CONCRETE PIPE (CLASS II) LF 195.0000 4,485.00 24.000 4,680 044 24" REINFORCED CONCRETE PIPE (CLASS III) LF 140.0000 28,000.00 200.000 28,000 045 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 125.0000 82,500.00 656.000 82,000 046 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 250.0000 10,000.00 40.000 10,000 047 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 420.0000 18,900.00 44.600 18,732 048 24" CORRUGATED STEEL PIPE (.109" THICK) LF 200.0000 6,600.00 34.000 6,800 049 18" CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 01/12/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 03:34 PM ESTIMATE NO. 005 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 09/23/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 01/12/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,300 051 36" PRECAST CONCRETE PIPE INLET LF 515.0000 42,230.00 6.000 3,090.00 87.800 45,217 052 ABANDON CULVERT (LF) LF 61.0000 18,300.00 298.100 18,184 053 REMOVE OVERSIDE DRAIN EA 580.0000 1,740.00 3.000 1,740 054 REMOVE CULVERT (LF) LF 28.0000 5,040.00 148.200 4,149 055 REMOVE INLET EA 590.0000 1,180.00 2.000 1,180 056 REMOVE HEADWALL EA 500.0000 9,500.00 18.000 9,000 057 REMOVE CONCRETE FLARED END SECTION (EA) EA 375.0000 4,125.00 11.000 4,125 058 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 475.0000 2,850.00 6.000 2,850 059 REMOVE FLARED END SECTION (EA) EA 350.0000 350.00 1.000 350 060 SAND BACKFILL CY 230.0000 5,060.00 38.800 8,924 061 ROCK SLOPE PROTECTION CY 290.0000 165,300.00 508.410 147,438 (60 LB, CLASS II, METHOD B) (CY) 062 ROCK SLOPE PROTECTION CY 290.0000 292,900.00 798.450 231,550 (20 LB, CLASS I, METHOD B) (CY) 063 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 152.00 47.000 188 064 MISCELLANEOUS IRON AND STEEL LB 2.5000 11,070.00 4,428.000 11,070 (F) 065 ADJUST PULLBOX TO GRADE EA 500.0000 1,000.00 2.000 1,000 066 REMOVE PULLBOX EA 100.0000 400.00 4.000 400 067 REMOVE UTILITY VAULT EA 2,500.0000 2,500.00 1.000 2,500 068 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,120.00 162.000 1,134 069 RESET ROADSIDE SIGN EA 200.0000 1,200.00 0.000 0 070 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.0000 17,640.00 490.000 17,640 071 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 9,800.00 383.200 13,412 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 3.000 1,950 073 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 9,900.00 3.000 9,900 074 REMOVE GUARDRAIL LF 1.7500 612.50 345.100 603 075 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 11,175.00 7,522.000 11,283 (ENHANCED WET NIGHT VISIBILITY) 076 12" RUMBLE STRIP STA 20.0000 1,480.00 74.000 1,480 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 4 DATE 01/12/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 03:34 PM ESTIMATE NO. 005 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 09/23/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 01/12/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 22,500 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 2.000 500 080 RESET ROADSIDE SIGN (TWO POST) EA 400.0000 800.00 2.000 800 081 RESET ROADSIDE SIGN (WOOD POST) EA 400.0000 400.00 1.000 400 082 RESET ROADSIDE SIGN (METAL POST) EA 250.0000 2,750.00 1.000 250 083 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.0000 1,782.00 54.000 1,782 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 1,392.00 48.000 1,392 (0.080"-FRAMED) 085 ROADSIDE SIGN - ONE POST EA 1,000.0000 2,000.00 2.000 2,000 PROGRAM CAS145 PAGE 5 DATE 01/12/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H4704 TIME 03:34 PM ESTIMATE NO. 005 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 09/23/22 R.E. NAME: NATHAN ALEXANDER DATE OF THIS ESTIMATE 01/12/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,090.00 3,952,416.03 ADJUSTMENT OF COMPENSATION 36,971.73 36,971.73 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 40,061.73 3,989,387.76 086 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000 ORIGINAL CONTRACT AMOUNT 4,504,203.50 TOTAL WORK COMPLETED 40,061.73 4,289,387.76 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 20,061.73 4,269,387.76 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/22/21 65 05/16/22 12/20/21 09/23/22 62 132 0 0 100% 100% NATHAN ALEXANDER RESIDENT ENGINEER