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 07/26/22 EST. NO. 007 TIME 11:34 AM R.E. NAME: JOHN YOLTON 02-0H5504 --------------------------------------------------------------------------- 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 07/26/22 EST. NO. 007 TIME 11:34 AM R.E. NAME: JOHN YOLTON 02-0H5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 10/21 LETTER -3,000.00 003 PER 11/21 LETTER -10,000.00 004 PER LTR DATED 12/21 -3,000.00 005 PER 7/22 LTR DEDUCT -10,000.00 007 RELEASE 10/21 DEDUCT 3,000.00 007 RELEASE 11/21 DEDUCT 10,000.00 007 RELEASE 12/21 DEDUCT 3,000.00 007 6,000.00 -10,000.00 TOTAL DEDUCTIONS 6,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5504 TIME 11:34 AM ESTIMATE NO. 007 BID OPENING 11/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 07/26/22 LOCATION PROGRESS ESTIMATE 02-PLU-70-0.4/29.7 ----------------- STIMPEL-WIEBELHAUS ASSOCIATES, IN PLUMAS COUNTY AT VARIOUS INC. LOCATIONS FROM 0.4 MILE EAST OF 1168 INDUSTRIAL STREET BUTTE COUNTY LINE TO 3.3 MILES WEST REDDING CA 96002 OF ROUTE 89. FED. AID NO. N O N E DRAINAGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.040 60.00 0.930 1,395 003 TIME-RELATED OVERHEAD (LS) LS 25,000.0000 25,000.00 0.040 1,000.00 0.930 23,250 004 CONSTRUCTION AREA SIGNS LS 13,500.0000 13,500.00 0.040 540.00 0.930 12,555 005 TRAFFIC CONTROL SYSTEM LS 206,000.0000 206,000.00 0.040 8,240.00 0.930 191,580 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 0.040 400.00 0.930 9,300 SYSTEM 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,000.0000 8,000.00 0.040 320.00 0.930 7,440 008 JOB SITE MANAGEMENT LS 8,000.0000 8,000.00 0.040 320.00 0.930 7,440 009 PREPARE STORM WATER POLLUTION PREVENTION LS 4,200.0000 4,200.00 1.000 4,200 PLAN 010 STREET SWEEPING LS 18,000.0000 18,000.00 0.040 720.00 0.930 16,740 011 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.040 100.00 0.930 2,325 012 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 125.0000 875.00 6.000 750 013 WATER QUALITY MONITORING REPORT EA 335.0000 2,345.00 0.000 0 014 WATER QUALITY ANNUAL REPORT EA 775.0000 775.00 0.000 0 015 TEMPORARY CREEK DIVERSION SYSTEMS LS 10,000.0000 10,000.00 0.040 400.00 0.930 9,300 016 ASBESTOS COMPLIANCE PLAN LS 1,200.0000 1,200.00 0.040 48.00 0.930 1,116 017 TREATED WOOD WASTE LB 5.0000 600.00 0.000 0 018 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 29,000.0000 29,000.00 0.040 1,160.00 0.930 26,970 019 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 0.040 200.00 0.930 4,650 020 DUST CONTROL PLAN LS 1,200.0000 1,200.00 0.040 48.00 0.930 1,116 (NATURALLY OCCURRING ASBESTOS) 021 IMPORTED BORROW (CY) CY 155.0000 66,650.00 10.000 1,550.00 406.100 62,945 022 ROADSIDE CLEARING (TREE REMOVAL) LS 10,500.0000 10,500.00 0.040 420.00 0.930 9,765 PROGRAM CAS145 PAGE 2 DATE 07/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5504 TIME 11:34 AM ESTIMATE NO. 007 BID OPENING 11/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 07/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DRY SEED (SQFT) SQFT 1.3000 8,008.00 3,950.000 5,135 024 FIBER REINFORCED MATRIX SQFT 1.3000 10,335.00 6,650.000 8,645 025 STRAW SQFT 0.7500 4,620.00 3,950.000 2,962 026 FINISHING ROADWAY LS 4,000.0000 4,000.00 0.040 160.00 0.930 3,720 027 HOT MIX ASPHALT (TYPE A) TON 180.0000 23,400.00 48.640 8,755.20 103.490 18,628 028 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 160.0000 40,000.00 203.700 32,592 029 PLACE HOT MIX ASPHALT SQYD 180.0000 64,800.00 138.610 24,949.80 319.810 57,565 (MISCELLANEOUS AREA) 030 STRUCTURAL CONCRETE, HEADWALL CY 2,050.0000 129,150.00 16.360 33,538.00 62.760 128,658 031 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,750.0000 134,750.00 3.830 10,532.50 46.860 128,865 032 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 4,500.00 2.000 3,000.00 2.360 3,540 033 BAR REINFORCING STEEL LB 1.3000 15,210.00 2,325.000 3,022.50 11,616.000 15,100 034 24" REINFORCED CONCRETE PIPE LF 670.0000 30,820.00 45.500 30,485 035 8" CORRUGATED STEEL PIPE (.079" THICK) LF 700.0000 3,500.00 4.800 3,360 036 18" CORRUGATED STEEL PIPE (.109" THICK) LF 340.0000 23,460.00 68.100 23,154 037 24" CORRUGATED STEEL PIPE (.138" THICK) LF 445.0000 591,850.00 53.400 23,763.00 1,299.350 578,210 038 30" CORRUGATED STEEL PIPE (.138" THICK) LF 490.0000 132,300.00 189.650 92,928 039 36" CORRUGATED STEEL PIPE (.138" THICK) LF 640.0000 76,800.00 49.600 31,744.00 114.200 73,088 040 48" CORRUGATED STEEL PIPE (.138" THICK) LF 680.0000 42,160.00 61.200 41,616.00 61.200 41,616 041 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 99.0000 13,860.00 8.800 871 (.138" THICK) 042 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 134.0000 4,958.00 12.100 1,621 (.138" THICK) 043 24" ANCHOR ASSEMBLY EA 385.0000 6,160.00 12.000 4,620 044 30" ANCHOR ASSEMBLY EA 470.0000 2,820.00 6.000 2,820 045 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 10,000.0000 10,000.00 1.000 10,000 046 DOWNDRAIN ENERGY DISSIPATOR EA 840.0000 840.00 1.000 840 047 24" STEEL FLARED END SECTION EA 490.0000 2,940.00 6.000 2,940 048 ABANDON CULVERT (EA) EA 990.0000 11,880.00 1.000 990.00 14.000 13,860 049 REMOVE CULVERT (LF) LF 15.0000 21,150.00 124.500 1,867.50 1,362.400 20,436 PROGRAM CAS145 PAGE 3 DATE 07/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5504 TIME 11:34 AM ESTIMATE NO. 007 BID OPENING 11/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 07/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 960.0000 18,240.00 20.000 19,200 051 REMOVE HEADWALL EA 980.0000 12,740.00 3.000 2,940.00 13.000 12,740 052 SAND BACKFILL CY 240.0000 17,040.00 14.400 3,456.00 65.670 15,760 053 ROCK SLOPE PROTECTION CY 250.0000 90,000.00 8.000 2,000.00 350.450 87,612 (1/2 T, CLASS VII, METHOD A) (CY) 054 ROCK SLOPE PROTECTION CY 525.0000 3,150.00 5.300 2,782.50 12.400 6,510 (1/4 T, CLASS V, METHOD B) (CY) 055 ROCK SLOPE PROTECTION CY 235.0000 19,270.00 75.200 17,672 (300 LB, CLASS IV, METHOD B) (CY) 056 ROCK SLOPE PROTECTION CY 360.0000 7,920.00 21.300 7,668 (150 LB, CLASS III, METHOD B) (CY) 057 ROCK SLOPE PROTECTION CY 340.0000 2,720.00 7.100 2,414 (60 LB, CLASS II, METHOD B) (CY) 058 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 2,050.00 407.600 2,038 059 MISCELLANEOUS IRON AND STEEL LB 2.5000 28,045.00 960.000 2,400.00 10,729.000 26,822 (F) 060 CURE CONCRETE LS 5,000.0000 5,000.00 0.040 200.00 0.930 4,650 061 STAIN GALVANIZED SURFACES (LS) LS 20,000.0000 20,000.00 0.040 800.00 0.930 18,600 062 AMPHIBIAN PASSAGE EA 4,500.0000 4,500.00 1.000 4,500 063 PAVEMENT MARKER EA 135.0000 28,350.00 0.000 0 (RETROREFLECTIVE-RECESSED) 064 MARKER (CULVERT) EA 59.0000 4,130.00 46.000 2,714 065 REMOVE ROADSIDE SIGN (WOOD POST) EA 535.0000 535.00 0.000 0 066 RESET MILEPOST MARKER EA 65.0000 130.00 0.000 0 067 RELOCATE ROADSIDE SIGN-TWO POST EA 1,500.0000 1,500.00 0.000 0 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 325.00 0.000 0 (0.063"-UNFRAMED) 069 ROADSIDE SIGN - ONE POST EA 725.0000 725.00 0.000 0 070 CABLE RAILING LF 120.0000 18,720.00 80.300 9,636 (F) 071 RECONSTRUCT GUARDRAIL LF 105.0000 13,650.00 0.000 0 072 RECONSTRUCT TRANSITION RAILING EA 4,800.0000 4,800.00 0.000 0 (TYPE WB) 073 RECONSTRUCT TERMINAL SYSTEM EA 2,200.0000 6,600.00 0.000 0 074 THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 26,250.00 0.000 0 (SPRAYABLE) PROGRAM CAS145 PAGE 4 DATE 07/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H5504 TIME 11:34 AM ESTIMATE NO. 007 BID OPENING 11/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: JOHN YOLTON DATE OF THIS ESTIMATE 07/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 214,043.00 1,938,838.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 214,043.00 1,938,838.45 075 MOBILIZATION LS 92,000.0000 92,000.00 1.000 92,000 ORIGINAL CONTRACT AMOUNT 2,268,706.00 TOTAL WORK COMPLETED 214,043.00 2,030,838.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 6,000.00 -10,000.00 TOTAL 220,043.00 2,020,838.45 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 12/29/20 95 02/23/21 02/23/21 08/05/22 83 271 0 0 89% 87% PROGRESS IS SATISFACTORY JOHN YOLTON RESIDENT ENGINEER