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 12/28/23 EST. NO. 005 TIME 12:50 PM R.E. NAME: DUNNE, RYAN 01-0E8904 --------------------------------------------------------------------------- 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 12/28/23 EST. NO. 005 TIME 12:50 PM R.E. NAME: DUNNE, RYAN 01-0E8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 10/23 LTR DEDUCT -10,000.00 003 DEDUCT LTTR 11/23 -1,000.00 004 PER 12/23 LTR DEDUCT -2,000.00 005 RELEASE 10/23 DEDUCT 10,000.00 005 RELEASE 11/23 DEDUCT 1,000.00 005 9,000.00 -2,000.00 TOTAL DEDUCTIONS 9,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E8904 TIME 12:50 PM ESTIMATE NO. 005 BID OPENING 03/30/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 12/28/23 LOCATION PROGRESS ESTIMATE 01-HUM-101-88.3 ----------------- 01-HUM-299-0.0 SHASTA SERVICES, INC. DBA HUMBOLDT COUNTY IN ARCATA AT ROUTE 299/101 TIMBERWORKS SEPARATION PO BOX 1240 MT. SHASTA CA 96067 FED. AID NO. ACNH-Q101(417)E HOT MIX ASPHALT (TYPE A), STRUCTURAL CONCR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.070 245.00 0.620 2,170 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,840.0000 10,840.00 0.070 758.80 0.620 6,720 003 TIME-RELATED OVERHEAD (LS) LS 228,285.0000 228,285.00 0.070 15,979.95 0.620 141,536 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 17,685.0000 17,685.00 0.070 1,237.95 0.620 10,964 007 TRAFFIC CONTROL SYSTEM LS 39,680.0000 39,680.00 0.070 2,777.60 0.620 24,601 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,800.0000 28,800.00 3.000 5,400 009 FLASHING ARROW SIGN EA 3,500.0000 3,500.00 0.070 245.00 0.620 2,170 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3000 5,213.00 410.000 533 011 CHANNELIZER (SURFACE MOUNTED) EA 37.5000 3,225.00 86.000 3,225 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 5,950.0000 5,950.00 0.070 416.50 0.620 3,689 SYSTEMS (LS) 013 TEMPORARY BARRIER SYSTEM LF 40.0000 67,200.00 1,680.000 67,200 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,200.0000 25,200.00 0.070 1,764.00 0.620 15,624 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 6,872.0000 13,744.00 0.070 481.04 0.620 4,260 016 JOB SITE MANAGEMENT LS 31,450.0000 31,450.00 0.070 2,201.50 0.620 19,499 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,875.0000 2,875.00 0.500 1,437 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 25,500.00 6.000 3,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 33,150.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 021 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 2,000.0000 4,000.00 0.000 0 CONTROL) 022 TEMPORARY TACKED STRAW SQYD 3.8500 4,235.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E8904 TIME 12:50 PM ESTIMATE NO. 005 BID OPENING 03/30/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 12/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 8.0000 9,520.00 325.000 2,600 024 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,000.00 0.000 0 025 TEMPORARY FIBER ROLL LF 8.7000 17,748.00 1,875.000 16,312 026 TEMPORARY SILT FENCE LF 11.0000 5,500.00 520.000 5,720 027 STREET SWEEPING LS 51,666.0000 51,666.00 0.070 3,616.62 0.620 32,032 028 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.070 350.00 0.620 3,100 029 TREATED WOOD WASTE LB 2.5000 4,925.00 0.000 0 030 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 14,200.0000 14,200.00 0.070 994.00 0.620 8,804 031 CONTRACTOR SUPPLIED ARBORIST LS 15,450.0000 15,450.00 0.070 1,081.50 0.620 9,579 032 TEMPORARY HIGH-VISIBILITY FENCE LF 16.5000 5,280.00 334.000 5,511 033 CLEARING AND GRUBBING (LS) LS 19,390.0000 19,390.00 1.000 19,390 034 ROADWAY EXCAVATION CY 171.2700 56,519.10 247.490 42,387 035 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 433.5000 177,735.00 378.000 163,863 DEPOSITED LEAD) 036 SHOULDER BACKING TON 100.0000 3,200.00 0.000 0 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 138.5000 20,636.50 149.000 20,636 (F) 038 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 360.0000 46,800.00 130.000 46,800 (F) 039 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 310.0000 55,800.00 180.000 55,800 (F) 040 LEAN CONCRETE BACKFILL CY 310.0000 19,840.00 64.000 19,840 (F) 041 IMPORTED BORROW (CY) CY 66.7500 22,695.00 100.000 6,675.00 100.000 6,675 042 SOIL AMENDMENT CY 2,000.0000 400.00 0.000 0 043 ORGANIC FERTILIZER LB 25.0000 100.00 0.000 0 044 PLANT (GROUP B) EA 350.0000 6,650.00 0.000 0 045 PLANT ESTABLISHMENT WORK LS 28,635.0000 28,635.00 0.000 0 046 WOOD MULCH CY 2,000.0000 1,200.00 0.000 0 047 FOLIAGE PROTECTOR EA 150.0000 2,850.00 0.000 0 048 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2600 29,120.00 0.000 0 049 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1800 20,160.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E8904 TIME 12:50 PM ESTIMATE NO. 005 BID OPENING 03/30/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 12/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 117.5000 97,525.00 0.000 0 051 REPLACE ASPHALT CONCRETE SURFACING CY 1,750.0000 10,500.00 13.360 23,380 052 HOT MIX ASPHALT (TYPE A) TON 148.0000 180,560.00 0.000 0 053 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 5,000.0000 1,500.00 0.000 0 INTERLAYER) 054 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 20.0000 17,600.00 0.000 0 FABRIC) 055 TACK COAT TON 3,000.0000 3,300.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 14,520.00 0.000 0 057 STEEL SOLDIER PILE (HP 12 X 84) LF 109.0000 73,030.00 670.000 73,030 058 STEEL SOLDIER PILE (HP 14 X 117) LF 144.4000 103,968.00 720.000 103,968 059 30" DRILLED HOLE LF 250.1900 287,218.12 1,148.000 287,218 060 STRUCTURAL CONCRETE, BARRIER SLAB CY 955.7500 291,503.75 0.000 0 (F) 061 TIMBER LAGGING MFBM 5,650.0000 96,050.00 17.000 96,050 (F) 062 CLEAN AND PAINT STEEL SOLDIER PILING LS 104,306.0000 104,306.00 0.850 88,660.10 1.000 104,306 063 CONCRETED-ROCK SLOPE PROTECTION (1/2 T, CY 275.0000 38,500.00 35.420 9,740.50 35.420 9,740 CLASS VII, METHOD A) (CY) 064 PREPARE AND STAIN CONCRETE SQFT 56.5000 22,882.50 0.000 0 065 FENCE (TYPE WWS-8) LF 120.0000 436,800.00 1,222.000 146,640.00 3,276.000 393,120 066 REMOVE CHAIN LINK FENCE LF 7.3200 26,644.80 1,222.000 8,945.04 1,222.000 8,945 067 REMOVE PAVEMENT MARKER EA 4.0000 440.00 0.000 0 068 GUARD RAILING DELINEATOR EA 75.0000 1,050.00 0.000 0 069 PAVEMENT MARKER (RETROREFLECTIVE) EA 16.0000 2,400.00 0.000 0 070 REMOVE ROADSIDE SIGN EA 300.0000 1,500.00 0.000 0 071 REMOVE SIGN FROM SIGN FRAME EA 1,200.0000 2,400.00 0.000 0 072 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 35.4200 6,021.40 0.000 0 073 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 39.4200 3,942.00 0.000 0 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.4200 708.40 0.000 0 (0.063"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.3000 308.80 0.000 0 (0.080"-UNFRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.3000 622.60 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 4 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E8904 TIME 12:50 PM ESTIMATE NO. 005 BID OPENING 03/30/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 12/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.4000 3,562.00 0.000 0 (0.080"-FRAMED) 078 ROADSIDE SIGN - ONE POST EA 475.0000 475.00 0.000 0 079 ROADSIDE SIGN (ONE SQUARE METAL POST) EA 475.0000 475.00 0.000 0 080 ROADSIDE SIGN - TWO POST EA 650.0000 1,950.00 0.000 0 081 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 21.0000 3,570.00 0.000 0 082 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,950.0000 2,950.00 0.000 0 BOX POST) 083 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 40.0000 24,800.00 0.000 0 084 VEGETATION CONTROL (MINOR CONCRETE) SQYD 58.0000 17,400.00 0.000 0 085 TUBULAR BICYCLE RAILING LF 120.0000 55,680.00 0.000 0 (F) 086 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 4,000.00 0.000 0 087 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 1,500.00 0.000 0 088 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 3,850.00 0.000 0 089 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 366.5000 170,056.00 0.000 0 (F) 090 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 15.0000 2,550.00 0.000 0 WET NIGHT VISIBILITY) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,715.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 10,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,620.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 094 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.5000 3,025.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 095 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,890.00 0.000 0 096 12" RUMBLE STRIP (ASPHALT CONCRETE STA 245.0000 2,205.00 0.000 0 PAVEMENT) 097 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.070 70.00 0.620 620 SYSTEM ELEMENTS DURING CONSTRUCTION 098 MODIFYING LIGHTING SYSTEMS LS 76,420.0000 76,420.00 0.110 8,406 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 REMOVE SIGN STRUCTURE WALKWAY (LS) LS 11,031.0000 11,031.00 0.110 1,213 101 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,880.0000 5,760.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E8904 TIME 12:50 PM ESTIMATE NO. 005 BID OPENING 03/30/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 12/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 292,880.10 1,881,080.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 292,880.10 1,881,080.74 102 MOBILIZATION LS 276,013.5100 276,013.51 0.050 13,800.68 1.000 276,013 ORIGINAL CONTRACT AMOUNT 3,732,010.48 TOTAL WORK COMPLETED 306,680.78 2,157,094.25 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 9,000.00 -2,000.00 TOTAL 315,680.78 2,155,094.25 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 05/31/23 135 07/24/23 00/00/00 03/05/23 83 16 0 0 57% 61% PROGRESS IS SATISFACTORY DUNNE, RYAN RESIDENT ENGINEER