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 02/21/25 EST. NO. 022 TIME 11:05 AM 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 --------------------------------------------------------------------------- 027 0003 914.16 E.W. @ F.A.(+) 020725 N 0003 041 0001 40,080.11 E.W. @ L.S.(+) 012925 N 0001 0002 -71,951.67 A.C. @ L.S.(-) 012925 N 0002 042 0001 12,467.55 E.W. @ L.S.(+) 012825 N 0001 043 0001 44,367.16 E.W. @ F.A.(+) 010825 N 0001 25,877.31 TOTAL THIS ESTIMATE 1,791,843.59 TOTAL PREVIOUS ESTIMATE 1,817,720.90 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 02/21/25 EST. NO. 022 TIME 11:05 AM R.E. NAME: WORDEN, EDWARD 02-1H6804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUB VIOLATION -445,618.50 015 SUB VIOLATION REL 445,618.50 016 SUB VIOLATION -11,140.46 016 0.00 -11,140.46 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 DEDUCT LTTR 7/24 -8,000.00 015 DEDUCT LTTR 8/24 -10,000.00 016 RTN DEDUCT LTR 7/24 8,000.00 017 RTN DEDUCT LTR 8/24 10,000.00 017 DEDUCT LTTR 10/24 -10,000.00 018 DEDUCT LTTR 10/24 -10,000.00 019 DEDUCT LTTR 10/24 -10,000.00 020 RTN DEDUCT LTR 10/24 10,000.00 021 RTN DEDUCT LTR 10/24 10,000.00 021 RTN DEDUCT LTR 10/24 10,000.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,140.46 PROGRAM CAS145 PAGE 1 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 11:05 AM ESTIMATE NO. 022 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 02/20/25 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 02/21/25 LOCATION 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 0.978 565,088 003 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 1.000 4,806 007 TRAFFIC CONTROL SYSTEM LS 155,439.0000 155,439.00 0.978 152,019 008 TYPE III BARRICADE EA 291.6000 1,166.40 4.000 1,166 009 CHANNELIZER (SURFACE MOUNTED) EA 48.6000 3,110.40 59.000 2,867 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 23,436.0000 23,436.00 0.978 22,920 SYSTEMS (LS) 011 TEMPORARY BARRIER SYSTEM LF 76.6800 154,893.60 2,113.000 162,024 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 9,234.0000 9,234.00 0.978 9,030 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 15,059.0000 30,118.00 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 0.978 26,406 016 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 18.000 9,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 243.0000 23,571.00 5.000 1,215 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 020 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 25,000.000 26,000 MATRIX) 022 TEMPORARY COVER SQYD 8.1000 40,500.00 2,160.000 17,496 PROGRAM CAS145 PAGE 2 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 11:05 AM ESTIMATE NO. 022 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 02/20/25 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 1,043 024 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 0.978 64,831 027 TEMPORARY CONCRETE WASHOUT LS 22,410.0000 22,410.00 0.250 5,602.50 1.000 22,410 028 TREATED WOOD WASTE LB 4.8600 2,430.00 0.000 0 029 ROADWAY EXCAVATION CY 35.6400 226,314.00 6,345.000 226,135 030 SHOULDER BACKING TON 76.6800 9,201.60 130.300 9,991 031 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 1,918.500 10,359 A1 033 PLANT (GROUP A) EA 39.9600 879.12 24.000 959 034 PLANT (GROUP B) EA 162.0000 648.00 2.000 324 035 PLANT (GROUP U) EA 486.0000 1,944.00 4.000 1,944 036 DECOMPOSED GRANITE SQFT 16.2000 2,916.00 180.000 2,916 037 ROOT BARRIER LF 32.4000 648.00 82.000 2,656 038 EDGING LF 17.2800 2,419.20 165.410 2,858 039 SITE FURNISHINGS LS 5,238.0000 5,238.00 1.000 5,238 040 2 1/2" REMOTE CONTROL VALVE EA 1,782.0000 3,564.00 2.000 3,564 041 SOLAR POWERED IRRIGATION CONTROLLER EA 9,612.0000 19,224.00 1.000 9,612 042 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 23.7600 380.16 16.000 380 (F) 043 RISER SPRINKLER ASSEMBLY EA 81.0000 2,430.00 30.000 2,430 044 2" GATE VALVE EA 702.0000 702.00 1.000 702 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.8000 1,404.00 130.000 1,404 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.1200 1,512.00 100.000 1,512 (F) LINE) 047 QUICK COUPLING VALVE EA 486.0000 486.00 1.000 486 048 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 56,628.000 18,120 PROGRAM CAS145 PAGE 3 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 11:05 AM ESTIMATE NO. 022 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 02/20/25 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,328.00 180.000 23,328 052 CLASS 2 AGGREGATE BASE (CY) CY 97.2000 634,716.00 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 1,149.360 177,507 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 324.0000 262,440.00 801.090 259,553 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.4200 4,719.60 386.000 4,794 057 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 12.4200 3,105.00 261.000 3,241 058 REMOVE ASPHALT CONCRETE DIKE LF 10.8000 2,592.00 234.200 2,529 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19.4400 61,624.80 3,220.710 62,610 060 CONTINUOUSLY REINFORCED CONCRETE CY 645.8400 4,055,875.20 6,248.170 4,035,318 PAVEMENT 061 ISOLATION JOINT SEAL (SILICONE) LF 54.0000 9,720.00 165.410 8,932 062 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 0.760 2,872.80 12.000 45,360 (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 27,300.000 44,226 (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 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 11:05 AM ESTIMATE NO. 022 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 02/20/25 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 213,840.00 222.500 237,897 080 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 17,841.60 280.000 17,841 084 WROUGHT IRON FENCE LF 156.6000 17,226.00 110.000 17,226 085 WROUGHT IRON GATE (4') EA 2,754.0000 2,754.00 1.000 2,754 086 4' CHAIN LINK GATE (TYPE CL-6) EA 2,160.0000 2,160.00 1.000 2,160 087 6' CHAIN LINK GATE (TYPE CL-6) EA 2,430.0000 4,860.00 2.000 4,860 088 WROUGHT IRON GATE (6') EA 3,682.0000 7,364.00 2.000 7,364 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.8000 712.80 122.000 1,317 090 TREATMENT BEST MANAGEMENT PRACTICE EA 243.0000 486.00 2.000 486 MARKER 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.8700 2,843.10 122.250 2,673 (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 17.500 756 (0.063"-FRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 46.4400 882.36 18.750 870 (0.080"-FRAMED) 095 ROADSIDE SIGN - ONE POST EA 318.6000 4,779.00 5.000 1,593 096 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 39.9600 21,178.80 528.000 21,098 097 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.2000 21,060.00 306.400 21,509 098 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,620.0000 4,860.00 3.000 4,860 099 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,564.0000 7,128.00 2.000 7,128 100 ALTERNATIVE CRASH CUSHION EA 34,560.0000 138,240.00 4.000 138,240 101 CONCRETE BARRIER (TYPE 60M) LF 212.5900 65,902.90 310.270 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 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 11:05 AM ESTIMATE NO. 022 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 02/20/25 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,865.000 18,644 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9700 12,978.90 4,382.000 13,014 106 THERMOPLASTIC PAVEMENT MARKING SQFT 10.2600 13,748.40 1,610.000 16,518 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 115,779.0000 115,779.00 0.978 113,231 SYSTEM ELEMENTS DURING CONSTRUCTION 108 LIGHTING SYSTEM LS 904,788.0000 904,788.00 1.000 904,788 109 SIGNAL POLES LS 457,069.0000 457,069.00 1.000 457,069 110 MODIFYING CAMERA SYSTEMS LS 238,363.0000 238,363.00 0.129 30,748.83 1.000 238,363 111 BUILDING WORK LS 10,123,611.0000 10,123,611.00 0.001 10,123.61 1.000 10,123,611 PROGRAM CAS145 PAGE 6 DATE 02/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H6804 TIME 11:05 AM ESTIMATE NO. 022 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 02/20/25 R.E. NAME: WORDEN, EDWARD DATE OF THIS ESTIMATE 02/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 49,347.74 20,615,651.93 ADJUSTMENT OF COMPENSATION -71,951.67 93,372.41 EXTRA WORK 97,828.98 1,724,348.49 SUBTOTAL AMOUNT EARNED 75,225.05 22,433,372.83 ORIGINAL CONTRACT AMOUNT 20,845,478.94 TOTAL WORK COMPLETED 75,225.05 22,433,372.83 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -11,140.46 TOTAL 75,225.05 22,422,232.37 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 03/14/25 273 163 58 0 98% 96% PROGRESS IS SATISFACTORY WORDEN, EDWARD RESIDENT ENGINEER