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 06/19/24 EST. NO. 014 TIME 01:39 PM R.E. NAME: WORDEN, EDWARD 02-1H6804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0008 1,491.33 E.W. @ F.A.(+) 052024 N 6 0 0009 3,757.65 052124 N 7 0 017 0001 22,545.72 E.W. @ L.S.(+) 053024 N 0001 0 0002 -7,912.93 A.C. @ L.S.(-) 053024 N 0002 0 018 0001 22,876.02 E.W. @ L.S.(+) 061024 N 0001 0 42,757.79 TOTAL THIS ESTIMATE 1,066,191.15 TOTAL PREVIOUS ESTIMATE 1,108,948.94 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 06/19/24 EST. NO. 014 TIME 01:39 PM R.E. NAME: WORDEN, EDWARD 02-1H6804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/23 -10,000.00 003 DEDUCT LTTR 8/23 -5,000.00 004 RTN DEDUCT LTR 7/23 10,000.00 005 RTN DEDUCT LTR 8/23 5,000.00 005 DEDUCT LTTR 10/23 -10,000.00 006 PER 11/23 LTR DEDUCT -10,000.00 007 RTN DEDUCT LTR 11/23 10,000.00 008 RTN LTTR 10/23 10,000.00 009 DEDUCT LTTR 3/24 -10,000.00 011 RTN DEDUCT LTR 3/24 10,000.00 012 DEDUCT LTTR 5/24 -1,000.00 013 RTN DEDUCT LTR 5/24 1,000.00 014 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 06/19/24 LOCATION RERUN PROGRESS ESTIMATE 02-TEH-5-40.5/41.9 ----------------------- MCCUEN CONSTRUCTION, INC. TEHAMA COUNTY ABOUT 7 MILES NORTH OF RED 3269 SWETZER ROAD BLUFF FROM 0.3 MILE NORTH OF SNIVELY ROAD LOOMIS CA 95650 OVERCROSSING TO 0.4 MILE NORTH OF BOWMAN ROAD OVERCROSSING FED. AID NO. N O N E CONSTRUCT NEW SCALE FACILITY. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,188.0000 1,188.00 1.000 1,188 002 TIME-RELATED OVERHEAD (LS) LS 577,800.0000 577,800.00 0.074 42,757.20 0.787 454,728 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 4.000 24,000 004 HOURLY OFF-SITE HR 200.0000 4,000.00 53.750 10,750 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 DEVELOP WATER SUPPLY LS 34,560.0000 34,560.00 1.000 34,560 006 CONSTRUCTION AREA SIGNS LS 4,806.0000 4,806.00 0.030 144.18 0.815 3,916 007 TRAFFIC CONTROL SYSTEM LS 155,439.0000 155,439.00 0.074 11,502.49 0.787 122,330 008 TYPE III BARRICADE EA 291.6000 1,166.40 4.000 1,166 009 CHANNELIZER (SURFACE MOUNTED) EA 48.6000 3,110.40 25.000 1,215.00 59.000 2,867 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 23,436.0000 23,436.00 0.074 1,734.26 0.787 18,444 SYSTEMS (LS) 011 TEMPORARY BARRIER SYSTEM LF 76.6800 154,893.60 241.000 18,479.88 2,113.000 162,024 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,234.0000 9,234.00 0.074 683.32 0.787 7,267 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 15,059.0000 30,118.00 1.000 15,059.00 2.000 30,118 014 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 10,368.0000 10,368.00 1.000 10,368 SYSTEM 015 JOB SITE MANAGEMENT LS 27,000.0000 27,000.00 0.074 1,998.00 0.787 21,249 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,700.0000 2,700.00 0.750 2,025 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 14.000 7,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 243.0000 23,571.00 3.000 729 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 540.0000 2,160.00 0.000 0 CONTROL) 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.0400 26,000.00 0.000 0 MATRIX) 022 TEMPORARY COVER SQYD 8.1000 40,500.00 2,160.000 17,496 PROGRAM CAS145 PAGE 2 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 149.0400 1,043.28 0.000 0 024 TEMPORARY FIBER ROLL LF 7.0200 8,424.00 981.000 6,886 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,860.0000 19,440.00 2.000 9,720 026 STREET SWEEPING LS 66,290.0000 66,290.00 0.074 4,905.46 0.787 52,170 027 TEMPORARY CONCRETE WASHOUT LS 22,410.0000 22,410.00 0.750 16,807 028 TREATED WOOD WASTE LB 4.8600 2,430.00 0.000 0 029 ROADWAY EXCAVATION CY 35.6400 226,314.00 160.000 5,702.40 6,345.000 226,135 030 SHOULDER BACKING TON 76.6800 9,201.60 120.000 9,201.60 120.000 9,201 031 IMPORTED BORROW (CY) CY 81.0000 201,690.00 3,990.000 323,190 032 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 5.4000 10,692.00 107.000 577.80 1,918.500 10,359 A1 033 PLANT (GROUP A) EA 39.9600 879.12 0.000 0 034 PLANT (GROUP B) EA 162.0000 648.00 0.000 0 035 PLANT (GROUP U) EA 486.0000 1,944.00 0.000 0 036 DECOMPOSED GRANITE SQFT 16.2000 2,916.00 0.000 0 037 ROOT BARRIER LF 32.4000 648.00 0.000 0 038 EDGING LF 17.2800 2,419.20 0.000 0 039 SITE FURNISHINGS LS 5,238.0000 5,238.00 0.000 0 040 2 1/2" REMOTE CONTROL VALVE EA 1,782.0000 3,564.00 0.000 0 041 SOLAR POWERED IRRIGATION CONTROLLER EA 9,612.0000 19,224.00 0.000 0 042 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 23.7600 380.16 0.000 0 (F) 043 RISER SPRINKLER ASSEMBLY EA 81.0000 2,430.00 0.000 0 044 2" GATE VALVE EA 702.0000 702.00 0.000 0 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.8000 1,404.00 0.000 0 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.1200 1,512.00 0.000 0 (F) LINE) 047 QUICK COUPLING VALVE EA 486.0000 486.00 0.000 0 048 8" WELDED STEEL PIPE CONDUIT LF 378.0000 37,800.00 0.000 0 049 BONDED FIBER MATRIX (SQFT) SQFT 0.3200 18,016.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER ROLLS LF 7.5600 35,910.00 0.000 0 051 COMPOST (CY) CY 129.6000 23,328.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 97.2000 634,716.00 383.100 37,237.32 4,874.200 473,772 053 PARKING AREA SEAL TON 11,880.0000 35,640.00 0.000 0 054 HOT MIX ASPHALT (TYPE A) TON 154.4400 159,073.20 346.550 53,521.18 1,117.620 172,605 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 324.0000 262,440.00 801.090 259,553.16 801.090 259,553 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.4200 4,719.60 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 12.4200 3,105.00 0.000 0 058 REMOVE ASPHALT CONCRETE DIKE LF 10.8000 2,592.00 234.200 2,529.36 234.200 2,529 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.4400 61,624.80 3,220.710 62,610.60 3,220.710 62,610 060 CONTINUOUSLY REINFORCED CONCRETE CY 645.8400 4,055,875.20 6,216.670 4,014,974 PAVEMENT 061 ISOLATION JOINT SEAL (SILICONE) LF 54.0000 9,720.00 0.000 0 062 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 59.4000 44,550.00 750.000 44,550 063 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,431.0000 14,310.00 10.000 14,310 064 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,458.0000 160,380.00 110.000 160,380 065 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,754.0000 49,572.00 18.000 49,572 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,780.0000 45,360.00 11.240 42,487 (F) 067 PROVIDE SIGN STRUCTURE (LIGHTWEIGHT LB 8.6400 235,872.00 27,300.000 235,872 (F) TUBULAR) 068 INSTALL SIGN STRUCTURE (LIGHTWEIGHT LB 1.6200 44,226.00 25,800.000 41,796 (F) TUBULAR) 069 FURNISH SIGN STRUCTURE (TRUSS) LB 8.6400 82,088.64 9,501.000 82,088 (F) 070 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0800 10,261.08 9,501.000 10,261 (F) 071 24" REINFORCED CONCRETE PIPE LF 178.2000 183,546.00 1,016.000 181,051 072 REMOVE CULVERT (EA) EA 3,780.0000 7,560.00 2.000 7,560 073 REMOVE INLET EA 1,620.0000 3,240.00 2.000 3,240 074 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 469.8000 2,349.00 4.800 2,255 METHOD B) (CY) 075 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 43.2000 691.20 16.600 717 076 MINOR CONCRETE (CURB) (CY) CY 1,339.2000 96,422.40 79.660 106,680 PROGRAM CAS145 PAGE 4 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MISCELLANEOUS CY 1,620.0000 11,340.00 7.000 11,340 CONSTRUCTION) 078 MINOR CONCRETE (ISLAND PAVING) CY 106.9200 9,515.88 64.910 6,940 079 MINOR CONCRETE (TEXTURED PAVING) CY 1,069.2000 213,840.00 0.000 0 080 MISCELLANEOUS IRON AND STEEL LB 3.7800 11,090.52 2,934.000 11,090 (F) 081 DESTROY WELL EA 12,960.0000 12,960.00 1.000 12,960 082 FENCE (TYPE BW, METAL POST) LF 24.8400 16,642.80 673.400 16,727 083 CHAIN LINK FENCE (TYPE CL-6) LF 63.7200 17,841.60 0.000 0 084 WROUGHT IRON FENCE LF 156.6000 17,226.00 0.000 0 085 WROUGHT IRON GATE (4') EA 2,754.0000 2,754.00 0.000 0 086 4' CHAIN LINK GATE (TYPE CL-6) EA 2,160.0000 2,160.00 0.000 0 087 6' CHAIN LINK GATE (TYPE CL-6) EA 2,430.0000 4,860.00 0.000 0 088 WROUGHT IRON GATE (6') EA 3,682.0000 7,364.00 0.000 0 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.8000 712.80 0.000 0 090 TREATMENT BEST MANAGEMENT PRACTICE EA 243.0000 486.00 0.000 0 MARKER 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.8700 2,843.10 0.000 0 (0.063"-UNFRAMED) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.6000 2,138.40 138.000 2,980 (0.080"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 43.2000 777.60 0.000 0 (0.063"-FRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 46.4400 882.36 0.000 0 (0.080"-FRAMED) 095 ROADSIDE SIGN - ONE POST EA 318.6000 4,779.00 0.000 0 096 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 39.9600 21,178.80 0.000 0 097 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.2000 21,060.00 0.000 0 098 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,620.0000 4,860.00 0.000 0 099 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,564.0000 7,128.00 0.000 0 100 ALTERNATIVE CRASH CUSHION EA 34,560.0000 138,240.00 3.000 103,680.00 4.000 138,240 101 CONCRETE BARRIER (TYPE 60M) LF 212.5900 65,902.90 173.700 36,926.88 310.270 65,960 102 CONCRETE BARRIER (TYPE 60MF) LF 378.2600 215,608.20 569.690 215,490 103 REMOVE CONCRETE BARRIER LF 21.6000 9,936.00 456.000 9,849 PROGRAM CAS145 PAGE 5 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8900 13,645.80 0.000 0 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9700 12,978.90 0.000 0 106 THERMOPLASTIC PAVEMENT MARKING SQFT 10.2600 13,748.40 0.000 0 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 115,779.0000 115,779.00 0.074 8,567.65 0.787 91,118 SYSTEM ELEMENTS DURING CONSTRUCTION 108 LIGHTING SYSTEM LS 904,788.0000 904,788.00 0.162 146,575.66 0.952 861,358 109 SIGNAL POLES LS 457,069.0000 457,069.00 0.280 127,979.32 1.000 457,069 110 MODIFYING CAMERA SYSTEMS LS 238,363.0000 238,363.00 0.056 13,348.33 0.480 114,414 111 BUILDING WORK LS 10,123,611.0000 10,123,611.00 0.049 496,056.94 0.896 9,070,755 PROGRAM CAS145 PAGE 6 DATE 06/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 01/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 06/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,462,546.99 18,641,860.80 ADJUSTMENT OF COMPENSATION -7,912.93 61,109.79 EXTRA WORK 50,670.72 1,047,839.15 SUBTOTAL AMOUNT EARNED 1,505,304.78 19,750,809.74 ORIGINAL CONTRACT AMOUNT 20,845,478.94 TOTAL WORK COMPLETED 1,505,304.78 19,750,809.74 MATERIALS ON HAND ON SITE -12,295.20 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 1,494,009.58 19,750,809.74 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 02/27/23 225 05/15/23 05/15/23 08/30/24 200 71 29 0 89% 79% PROGRESS IS SATISFACTORY WORDEN, EDWARD RESIDENT ENGINEER