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 08/23/24 EST. NO. 005 TIME 09:47 AM R.E. NAME: JOEL GASIK 02-4H7804 --------------------------------------------------------------------------- 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 8,768.14 E.W. @ F.A.(+) 060724 N 0002.0 0002 2,172.26 061724 N 0003.0 0003 18,829.83 060624 N 0001.0 003 0002 10,365.67 E.W. @ F.A.(+) 062024 N 0005.0 0003 7,132.43 062124 N 0006.0 0004 10,205.52 062424 N 0007.0 0006 3,471.32 062624 N 0009.0 60,945.17 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 60,945.17 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 08/23/24 EST. NO. 005 TIME 09:47 AM R.E. NAME: JOEL GASIK 02-4H7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/24 -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H7804 TIME 09:47 AM ESTIMATE NO. 005 BID OPENING 01/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 08/23/24 LOCATION PROGRESS ESTIMATE 02-SHA-89-22.0/30.6 ----------------- HAT CREEK CONSTRUCTION & SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY MATERIALS, INC. FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 24339 STATE HWY 89 N. MILE NORTH OF LAKE BRITTON ROAD BURNEY CA 96013 FED. AID NO. N O N E PLACE HMA, SHOULDER BACKING AND THERMOPLAS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 0.160 32,000.00 0.790 158,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.160 800.00 0.790 3,950 006 CONSTRUCTION AREA SIGNS LS 5,975.0000 5,975.00 0.750 4,481 007 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.160 80,000.00 0.790 395,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 200.0000 24,000.00 0.000 0 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 13,000.0000 13,000.00 0.160 2,080.00 0.790 10,270 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,000.0000 18,000.00 0.160 2,880.00 0.790 14,220 011 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 7,000.0000 7,000.00 0.630 4,410 012 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.160 1,600.00 0.790 7,900 013 WATER POLLUTION CONTROL PROGRAM LS 850.0000 850.00 1.000 850 014 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 2,200.00 6.000 1,650 015 TEMPORARY FIBER ROLL LF 5.5000 7,370.00 1,275.000 7,012 016 TEMPORARY SILT FENCE LF 10.0000 4,600.00 0.000 0 017 STREET SWEEPING LS 5,000.0000 5,000.00 0.160 800.00 0.790 3,950 018 TEMPORARY CONCRETE WASHOUT LS 500.0000 500.00 1.000 500 019 TREATED WOOD WASTE LB 0.2200 15,070.00 45,900.000 10,098.00 45,900.000 10,098 020 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 1,500.0000 1,500.00 1.000 1,500 021 INVASIVE SPECIES CONTROL LS 3,100.0000 3,100.00 0.160 496.00 0.790 2,449 022 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 16,500.00 2,077.500 12,465 PROGRAM CAS145 PAGE 2 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H7804 TIME 09:47 AM ESTIMATE NO. 005 BID OPENING 01/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 024 ROADWAY EXCAVATION CY 43.0000 102,340.00 2,350.510 101,071 025 SHOULDER BACKING TON 50.0000 239,500.00 4,775.760 238,788 026 DITCH EXCAVATION CY 100.0000 1,000.00 10.000 1,000 027 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 2.5000 8,075.00 3,378.500 8,446 B2 028 DRY SEED (SQFT) SQFT 0.3500 8,120.00 18,289.750 6,401.41 18,289.750 6,401 029 BONDED FIBER MATRIX (SQFT) SQFT 0.3900 11,845.08 30,487.000 11,889.93 30,487.000 11,889 030 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0400 24,128.00 18,289.750 19,021.34 18,289.750 19,021 031 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 90,000.00 948.590 94,859 032 REPLACE ASPHALT CONCRETE SURFACING CY 400.0000 180,000.00 445.370 178,148 033 HOT MIX ASPHALT (TYPE A) TON 113.0000 2,881,500.00 22,842.920 2,581,249 034 MINOR HOT MIX ASPHALT TON 200.0000 2,800.00 17.330 3,466 035 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 90.0000 4,140.00 42.000 3,780 036 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 180.0000 7,740.00 81.400 14,652 AREA) 037 TACK COAT TON 1,700.0000 57,800.00 13.580 23,086.00 31.580 53,686 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 77,025.00 23,051.000 74,915 039 STRUCTURAL CONCRETE, HEADWALL CY 4,000.0000 56,000.00 13.700 54,800 (F) 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 54,400.00 17.000 54,400 (F) 041 BAR REINFORCING STEEL (CONCRETE BACKFILL LB 14.0000 1,190.00 85.000 1,190 PIPE TRENCH) 042 CONCRETE BACKFILL (PIPE TRENCH) CY 165.0000 1,485.00 9.000 1,485 (F) 043 24" REINFORCED CONCRETE PIPE LF 250.0000 13,500.00 54.000 13,500 044 24" CORRUGATED STEEL PIPE (.109" THICK) LF 430.0000 154,800.00 352.800 151,704 045 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 170.0000 32,300.00 180.300 30,651 (.109" THICK) 046 24" ANCHOR ASSEMBLY EA 420.0000 2,940.00 7.000 2,940 047 24" STEEL FLARED END SECTION EA 350.0000 1,400.00 4.000 1,400 048 ABANDON CULVERT (LF) LF 16.0000 2,720.00 167.900 2,686 049 REMOVE CULVERT (LF) LF 1.6000 528.00 321.500 514 PROGRAM CAS145 PAGE 3 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H7804 TIME 09:47 AM ESTIMATE NO. 005 BID OPENING 01/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 45.0000 180.00 4.000 180 051 REMOVE HEADWALL EA 75.0000 450.00 6.000 450 052 ROCK SLOPE PROTECTION (150 LB, CLASS CY 225.0000 2,475.00 10.800 2,430 III, METHOD B) (CY) 053 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 285.0000 4,560.00 31.200 8,892 METHOD B) (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 816.00 68.000 816 055 MISCELLANEOUS IRON AND STEEL LB 3.4000 11,376.40 2,868.000 9,751 (F) 056 PAVEMENT MARKER EA 10.0500 57,988.50 2,804.000 28,180.20 2,804.000 28,180 (RETROREFLECTIVE-RECESSED) 057 MARKER (CULVERT) EA 70.0000 490.00 0.000 0 058 REMOVE ROADSIDE SIGN EA 250.0000 15,000.00 0.000 0 059 REMOVE ROADSIDE SIGN PANEL EA 150.0000 900.00 0.000 0 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 13,500.00 0.000 0 (0.063"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,400.00 0.000 0 (0.080"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,575.00 0.000 0 (0.063"-FRAMED) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,275.00 0.000 0 (0.080"-FRAMED) 064 ROADSIDE SIGN - ONE POST EA 675.0000 43,200.00 0.000 0 065 ROADSIDE SIGN - TWO POST EA 1,200.0000 7,200.00 0.000 0 066 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.5000 6,500.00 175.000 5,687 067 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 36.0000 171,000.00 4,800.500 172,818 068 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 47,000.00 701.000 35,050 069 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,550.0000 4,650.00 3.000 4,650 070 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,700.0000 14,800.00 4.000 14,800 071 ASYMMETRICAL REPLACEMENT ASSEMBLY EA 2,100.0000 8,400.00 4.000 8,400 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 073 REMOVE GUARDRAIL LF 2.0000 9,680.00 4,901.000 9,802 074 REMOVE CONCRETE BARRIER LF 25.0000 7,250.00 280.000 7,000 075 THERMOPLASTIC PAVEMENT MARKING SQFT 11.7000 9,828.00 923.000 10,799.10 923.000 10,799 076 6" RUMBLE STRIP (ASPHALT CONCRETE STA 14.0000 574.00 9.000 126.00 9.000 126 PAVEMENT) PROGRAM CAS145 PAGE 4 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H7804 TIME 09:47 AM ESTIMATE NO. 005 BID OPENING 01/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" RUMBLE STRIP (ASPHALT CONCRETE STA 14.0000 12,180.00 830.000 11,620.00 830.000 11,620 PAVEMENT) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.1500 548,100.00 44,657.000 140,669.55 44,657.000 140,669 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.1500 15,759.00 1,380.000 7,107.00 1,380.000 7,107 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.790 1,975.00 0.790 1,975 SYSTEM ELEMENTS DURING CONSTRUCTION 081 MODIFYING TRAFFIC MONITORING STATIONS LS 34,500.0000 34,500.00 1.000 34,500 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 ALTERNATIVE CRASH CUSHION TL-3 EA 37,500.0000 37,500.00 1.000 37,500 PROGRAM CAS145 PAGE 5 DATE 08/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H7804 TIME 09:47 AM ESTIMATE NO. 005 BID OPENING 01/10/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 08/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 391,629.53 4,919,555.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 60,945.17 60,945.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 452,574.70 4,980,500.84 084 MOBILIZATION LS 448,441.0200 448,441.02 1.000 448,441 ORIGINAL CONTRACT AMOUNT 6,429,989.00 TOTAL WORK COMPLETED 452,574.70 5,428,941.86 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 442,574.70 5,418,941.86 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 03/21/24 120 04/15/24 04/15/24 09/19/24 79 11 0 0 83% 66% PROGRESS IS SATISFACTORY JOEL GASIK RESIDENT ENGINEER