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 08/26/24 EST. NO. 007 TIME 10:12 AM R.E. NAME: HENRY, AUSTIN 02-3H6504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0004 383.45 E.W. @ F.A.(+) 062824 N 2 383.45 TOTAL THIS ESTIMATE 28,056.72 TOTAL PREVIOUS ESTIMATE 28,440.17 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 08/26/24 EST. NO. 007 TIME 10:12 AM R.E. NAME: HENRY, AUSTIN 02-3H6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 4/24 -4,000.00 003 DEDUCT LTTR 5/24 -2,000.00 004 RTN DEDUCT LTR 4/24 4,000.00 004 RTN DEDUCT LTR 5/24 2,000.00 005 DEDUCT LTTR 8/24 -10,000.00 007 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6504 TIME 10:12 AM ESTIMATE NO. 007 BID OPENING 09/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 08/26/24 LOCATION PROGRESS ESTIMATE 02-SIS-5-R25.2/R38.6 ----------------- J.F. SHEA CONSTRUCTION, INC. SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF 17400 CLEAR CREEK ROAD WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 REDDING CA 96001 MILE NORTH OF GRENADA OVERCROSSING FED. AID NO. ACIM-059(182)E HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,720.0000 2,720.00 1.000 2,720 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,665.0000 5,665.00 0.750 4,248 003 TIME-RELATED OVERHEAD (LS) LS 189,829.0000 189,829.00 0.105 19,932.05 0.937 177,869 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 16,428.0000 16,428.00 0.105 1,724.94 0.937 15,393 007 CONSTRUCTION AREA SIGNS LS 26,780.0000 26,780.00 0.040 1,071.20 0.856 22,923 008 TRAFFIC CONTROL SYSTEM LS 435,175.0000 435,175.00 0.105 45,693.38 0.937 407,758 009 STATIONARY IMPACT ATTENUATOR VEHICLE LS 9,270.0000 9,270.00 0.105 973.35 0.937 8,685 (LS) 010 TYPE III BARRICADE EA 131.0000 3,144.00 24.000 3,144.00 24.000 3,144 011 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.6100 6,642.40 143.000 516 012 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4900 225,400.00 451,572.000 221,270 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 PORTABLE RADAR SPEED FEEDBACK SIGN LS 15,759.0000 15,759.00 0.105 1,654.70 0.937 14,766 SYSTEMS (LS) 015 TEMPORARY PAVEMENT MARKER EA 5.8000 37,758.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 18,540.0000 18,540.00 0.105 1,946.70 0.937 17,371 017 JOB SITE MANAGEMENT LS 22,388.0000 22,388.00 0.105 2,350.74 0.937 20,977 018 PREPARE WATER POLLUTION CONTROL PROGRAM LS 625.0000 625.00 1.000 625 019 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,854.0000 35,226.00 18.000 33,372.00 19.000 35,226 CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 8.2400 1,977.60 240.000 1,977.60 240.000 1,977 021 TEMPORARY TACKED STRAW SQYD 11.3300 2,719.20 240.000 2,719.20 240.000 2,719 022 TEMPORARY DRAINAGE INLET PROTECTION EA 141.0000 987.00 5.000 705 PROGRAM CAS145 PAGE 2 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6504 TIME 10:12 AM ESTIMATE NO. 007 BID OPENING 09/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 6.5000 1,040.00 0.000 0 024 TEMPORARY GRAVEL BAG BERM LF 6.0800 9,728.00 26.000 158 025 TEMPORARY CONSTRUCTION ENTRANCE EA 6,536.0000 52,288.00 8.000 52,288.00 8.000 52,288 026 STREET SWEEPING LS 52,096.0000 52,096.00 0.105 5,470.08 0.937 48,813 027 TEMPORARY CONCRETE WASHOUT LS 10,300.0000 10,300.00 0.105 1,081.50 0.937 9,651 028 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 617.0000 3,702.00 0.000 0 029 WATER QUALITY MONITORING REPORT EA 741.0000 3,705.00 0.000 0 030 WATER QUALITY ANNUAL REPORT EA 921.0000 2,763.00 0.000 0 031 HEALTH AND SAFETY PLAN LS 3,040.0000 3,040.00 1.000 3,040.00 1.000 3,040 032 TREATED WOOD WASTE LB 0.2300 47,150.00 2,229.000 512.67 82,589.000 18,995 033 TEMPORARY HIGH-VISIBILITY FENCE LF 10.3000 4,738.00 456.000 4,696 034 ROADWAY EXCAVATION CY 87.0000 264,480.00 2,971.120 258,487 035 SHOULDER BACKING TON 97.0000 222,130.00 2,268.090 220,004 036 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 037 FINISHING ROADWAY LS 12,465.0000 12,465.00 1.000 12,465.00 1.000 12,465 038 CLASS 2 AGGREGATE BASE (CY) CY 203.0000 20,097.00 99.000 20,097 039 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,353.0000 46,002.00 38.270 51,779 040 HOT MIX ASPHALT (TYPE A) TON 112.0000 10,427,200.00 91,235.940 10,218,425 041 DATA CORE LS 18,259.0000 18,259.00 1.000 18,259.00 1.000 18,259 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.6000 18,798.00 8,045.000 20,917 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.6000 2,184.00 772.000 2,007 044 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.6000 520.00 110.000 286 045 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 87.0000 35,670.00 0.000 0 AREA) 046 TACK COAT TON 563.0000 90,080.00 128.810 72,520 047 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 113,850.00 7,590.000 113,850 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 1,590,000.00 529,818.000 1,589,454 049 24" CORRUGATED STEEL PIPE (.138" THICK) LF 411.0000 14,385.00 35.000 14,385 PROGRAM CAS145 PAGE 3 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6504 TIME 10:12 AM ESTIMATE NO. 007 BID OPENING 09/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 30" CORRUGATED STEEL PIPE (.138" THICK) LF 390.0000 5,850.00 15.000 5,850 051 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 86.0000 20,640.00 231.000 19,866 (.079" THICK) 052 TAPERED INLET EA 2,723.0000 13,615.00 5.000 13,615 053 12" ANCHOR ASSEMBLY EA 702.0000 11,934.00 17.000 11,934 054 24" STEEL FLARED END SECTION EA 1,460.0000 10,220.00 7.000 10,220 055 30" STEEL FLARED END SECTION EA 1,888.0000 5,664.00 3.000 5,664 056 REMOVE CULVERT (LF) LF 322.0000 12,880.00 40.000 12,880 057 REMOVE DOWNDRAIN (EA) EA 1,528.0000 4,584.00 3.000 4,584.00 3.000 4,584 058 REMOVE FLARED END SECTION (EA) EA 345.0000 3,450.00 10.000 3,450 059 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 804.0000 4,020.00 4.800 3,859 METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 78.0000 1,248.00 16.000 1,248 061 MINOR CONCRETE (MISCELLANEOUS CY 927.0000 8,343.00 8.600 7,972 CONSTRUCTION) 062 CHAIN LINK FENCE (MINI MESH, TYPE LF 226.6000 11,783.20 52.000 11,783 MMCL-6, EXTENSION ARM) 063 4' CHAIN LINK GATE (MINI MESH, TYPE EA 3,605.0000 3,605.00 1.000 3,605 MMCL-6, EXTENSION ARM) 064 REMOVE DELINEATOR EA 10.3000 2,369.00 148.000 1,524 065 DELINEATOR (CLASS 2) EA 72.1000 16,583.00 194.000 13,987 066 GUARD RAILING DELINEATOR EA 47.0000 5,170.00 6.000 282.00 92.000 4,324 067 PAVEMENT MARKER EA 10.0000 65,100.00 6,434.000 64,340.00 6,434.000 64,340 (RETROREFLECTIVE-RECESSED) 068 MARKER (CULVERT) EA 73.0000 730.00 0.000 0 069 REMOVE ROADSIDE SIGN EA 157.0000 6,437.00 0.000 0 070 REMOVE ROADSIDE SIGN PANEL EA 157.0000 471.00 0.000 0 071 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 41.0000 4,510.00 0.000 0 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 3,230.00 0.000 0 (0.063"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,000.00 0.000 0 (0.080"-UNFRAMED) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,720.00 0.000 0 (0.063"-FRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 7,280.00 0.000 0 (0.080"-FRAMED) 076 ROADSIDE SIGN - ONE POST EA 551.0000 12,122.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6504 TIME 10:12 AM ESTIMATE NO. 007 BID OPENING 09/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - TWO POST EA 787.0000 14,953.00 0.000 0 078 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 393.0000 1,179.00 0.000 0 POST 079 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 388,500.00 125.000 4,375.00 11,225.000 392,875 080 VEGETATION CONTROL (MINOR CONCRETE) SQYD 73.0000 648,970.00 5,343.260 390,057 081 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 61.8000 46,350.00 75.000 4,635.00 525.000 32,445 POST) 082 TRANSITION RAILING (TYPE WB-31) EA 4,089.0000 57,246.00 2.000 8,178.00 14.000 57,246 083 RAIL TENSIONING ASSEMBLY EA 682.0000 6,820.00 1.000 682.00 9.000 6,138 084 END CAP (TYPE A) EA 157.0000 471.00 2.000 314 085 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,443.0000 15,873.00 11.000 15,873 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,984.0000 35,856.00 8.000 31,872 087 MAX-TENSION MEDIAN TERMINAL EA 11,124.0000 111,240.00 1.000 11,124.00 8.000 88,992 088 CONCRETE BARRIER TRANSITION LF 1,071.2000 224,952.00 210.000 224,952 (F) 089 REMOVE GUARDRAIL LF 2.5800 29,670.00 163.000 420.54 9,826.500 25,352 090 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 20.0000 36,800.00 1,782.500 35,650.00 1,782.500 35,650 091 12" RUMBLE STRIP (ASPHALT CONCRETE STA 32.0000 41,600.00 1,362.240 43,591 PAVEMENT) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6500 1,192,500.00 419,673.000 1,112,133.45 429,283.000 1,137,599 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 4,520.00 870.000 3,480.00 870.000 3,480 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 094 12" THERMOPLASTIC TRAFFIC STRIPE LF 11.0000 100,760.00 8,616.000 94,776.00 8,616.000 94,776 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 095 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.105 105.00 0.937 937 SYSTEM ELEMENTS DURING CONSTRUCTION 096 TRAFFIC MONITORING STATION SYSTEM LS 35,423.0000 35,423.00 1.000 35,423 097 MODIFYING ROADSIDE WEATHER INFORMATION LS 148,914.0000 148,914.00 0.980 145,935 SYSTEMS 098 CAMERA SYSTEMS LS 190,882.0000 190,882.00 0.631 120,446 099 MODIFYING CAMERA SYSTEMS LS 95,825.0000 95,825.00 0.499 47,816 100 MODIFYING TRAFFIC MONITORING STATIONS LS 22,000.0000 22,000.00 1.000 22,000 PROGRAM CAS145 PAGE 5 DATE 08/26/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H6504 TIME 10:12 AM ESTIMATE NO. 007 BID OPENING 09/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: HENRY, AUSTIN DATE OF THIS ESTIMATE 08/26/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,554,441.10 16,870,359.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 383.45 28,440.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,554,824.55 16,898,800.12 101 MOBILIZATION LS 1,370,000.0000 1,370,000.00 1.000 1,370,000 ORIGINAL CONTRACT AMOUNT 19,225,565.40 TOTAL WORK COMPLETED 1,554,824.55 18,268,800.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,544,824.55 18,258,800.12 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 10/31/23 95 04/25/24 12/22/23 08/26/24 89 74 0 0 94% 94% PROGRESS IS SATISFACTORY HENRY, AUSTIN RESIDENT ENGINEER