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 11/20/25 EST. NO. 007 TIME 11:33 AM R.E. NAME: RODRIGUEZ, JOAQUIN 01-0H6404 --------------------------------------------------------------------------- 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 11/20/25 EST. NO. 007 TIME 11:33 AM R.E. NAME: RODRIGUEZ, JOAQUIN 01-0H6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 004 RELEASE FHWA W/HOLD 10,000.00 007 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER 8/25 LTR DEDUCT -6,000.00 004 RELEASE 8/25 DEDUCT 6,000.00 006 PER 11/25 LTR DEDUCT -2,000.00 007 -2,000.00 -2,000.00 TOTAL DEDUCTIONS 8,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 11:33 AM ESTIMATE NO. 007 BID OPENING 11/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 11/20/25 LOCATION PROGRESS ESTIMATE 01-HUM-101-2.4/M53.9 ----------------- WYLATTI RESOURCE MANAGEMENT, HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM INC. 2.4 MILES NORTH OF THE MENDOCINO COUNTY 23601 CEMETERY LANE BORDER TO EEL RIVER BRIDGE 04-0016R COVELO CA 95428 FED. AID NO. PTNH-Q101(436)E WSP TRENCHLESS INSTALLATION, CSP, AND EROS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,750.0000 2,750.00 0.631 1,735 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 80,078.0000 80,078.00 0.631 50,529 003 TIME-RELATED OVERHEAD (LS) LS 404,008.9500 404,008.95 0.631 254,929 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 24,000.00 3.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 12.000 2,400 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 129,767.7100 129,767.71 0.631 81,883 007 CONSTRUCTION AREA SIGNS LS 24,375.0000 24,375.00 0.631 15,380 008 TRAFFIC CONTROL SYSTEM LS 719,926.6400 719,926.64 0.631 454,273 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 62,250.0000 62,250.00 0.631 39,279 SYSTEMS (LS) 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,750.0000 38,750.00 0.631 24,451 012 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 JOB SITE MANAGEMENT LS 698,734.6700 698,734.67 0.631 440,901 015 WATER POLLUTION CONTROL PROGRAM LS 32,062.5000 32,062.50 0.631 20,231 016 TEMPORARY MULCH SQYD 1.3500 14,175.00 14,555.550 19,649 017 TEMPORARY COVER SQYD 4.7000 49,350.00 570.000 2,679.00 1,680.000 7,896 018 TEMPORARY CHECK DAM LF 12.0000 10,320.00 120.000 1,440.00 170.000 2,040 019 TEMPORARY DRAINAGE INLET PROTECTION EA 193.0500 12,355.20 4.000 772.20 27.000 5,212 020 TEMPORARY FIBER ROLL LF 7.5000 3,825.00 250.000 1,875.00 425.000 3,187 021 TEMPORARY GRAVEL BAG BERM LF 13.9000 1,112.00 20.000 278.00 35.000 486 022 TEMPORARY SILT FENCE LF 8.0000 47,600.00 3,130.000 25,040 PROGRAM CAS145 PAGE 2 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 11:33 AM ESTIMATE NO. 007 BID OPENING 11/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 2,093.3200 79,546.16 2.000 4,186.64 25.000 52,333 024 TEMPORARY CONSTRUCTION ROADWAY SQYD 13.5200 80,038.40 211.000 2,852.72 3,063.000 41,411 025 STREET SWEEPING LS 43,528.0000 43,528.00 0.631 27,466 026 TEMPORARY CONCRETE WASHOUT LS 11,755.0000 11,755.00 0.631 7,417 027 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 706.2500 46,612.50 0.000 0 028 WATER QUALITY MONITORING REPORT EA 250.0000 4,250.00 0.000 0 029 WATER QUALITY ANNUAL REPORT EA 1,875.0000 5,625.00 0.000 0 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 119,295.1600 119,295.16 0.631 75,275 031 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 285,375.0000 285,375.00 0.631 180,071 032 INVASIVE SPECIES CONTROL LS 20,500.0000 20,500.00 0.631 12,935 033 CONTRACTOR SUPPLIED ARBORIST LS 40,000.0000 40,000.00 0.631 25,240 034 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 12,460.00 570.000 3,990 035 TEMPORARY CONSTRUCTION MAT (LS) LS 12,573.0700 12,573.07 0.631 7,933 036 CLEARING AND GRUBBING (LS) LS 133,608.1900 133,608.19 0.631 84,306 037 DITCH EXCAVATION CY 152.6600 13,739.40 82.800 12,640 038 WOOD MULCH CY 155.0000 299,150.00 0.000 0 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 2,700.00 1.000 900 040 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.4000 38,236.00 0.000 0 041 FIBER REINFORCED MATRIX (SQFT) SQFT 0.4000 38,236.00 0.000 0 042 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.5500 201,500.00 0.000 0 043 FIBER ROLLS LF 9.5000 69,825.00 0.000 0 044 COMPOST (CY) CY 165.0000 103,950.00 0.000 0 045 INCORPORATE MATERIALS SQFT 0.6500 54,915.25 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 149.7900 1,497.90 10.000 1,497 047 HOT MIX ASPHALT (TYPE A) TON 1,467.2000 3,961.44 1.860 2,728 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 42.7900 3,380.41 74.000 3,166 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 68.5200 2,809.32 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 11:33 AM ESTIMATE NO. 007 BID OPENING 11/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 97.2500 1,264.25 0.000 0 AREA) 051 REMOVE ASPHALT CONCRETE DIKE LF 28.0100 1,792.64 74.000 2,072 052 STRUCTURAL CONCRETE CY 4,306.7200 25,840.32 0.000 0 (F) 053 STRUCTURAL CONCRETE, HEADWALL CY 2,444.3400 102,662.28 29.600 72,352 (F) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,383.0800 223,537.08 12.600 55,226 (F) 055 MINOR CONCRETE CY 592.2571 829.16 0.000 0 (F) 056 RAPID SETTING CONCRETE (PATCH) CF 134.9600 13,496.00 0.000 0 057 8" ALTERNATIVE PIPE CULVERT LF 321.5600 964.68 6.000 1,929 058 24" ALTERNATIVE PIPE CULVERT LF 312.9200 162,718.40 70.000 21,904 059 36" ALTERNATIVE PIPE CULVERT LF 468.0900 34,170.57 74.000 34,638 060 CONCRETE BACKFILL (PIPE TRENCH) CY 202.1400 17,586.18 55.000 11,117 (F) 061 CONCRETE COLLAR EA 4,282.4800 4,282.48 1.000 4,282 062 10" CORRUGATED STEEL PIPE (.064" THICK) LF 166.3700 1,663.70 10.000 1,663 063 12" CORRUGATED STEEL PIPE (.079" THICK) LF 99.9000 2,397.60 24.000 2,397 064 18" CORRUGATED STEEL PIPE (.109" THICK) LF 416.8500 8,337.00 0.000 0 065 24" CORRUGATED STEEL PIPE (.109" THICK) LF 578.0400 1,063,593.60 1,381.500 798,562 066 36" CORRUGATED STEEL PIPE (.109" THICK) LF 707.9100 368,113.20 140.000 99,107 067 42" CORRUGATED STEEL PIPE (.138" THICK) LF 1,058.6200 751,620.20 273.000 289,003 068 54" CORRUGATED STEEL PIPE (.168" THICK) LF 1,502.3000 285,437.00 190.000 285,437 069 60" CORRUGATED STEEL PIPE (.109" THICK) LF 1,462.5500 138,942.25 0.000 0 070 8" PERFORATED STEEL PIPE UNDERDRAIN LF 177.4700 16,327.24 76.000 13,487 (.079" THICK) 071 12" PERFORATED STEEL PIPE UNDERDRAIN LF 504.6800 5,046.80 10.000 5,046 (.079" THICK) 072 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 197.7300 988.65 0.000 0 (.079" THICK) 073 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.9900 194,777.10 1,157.000 174,695 (.109" THICK) 074 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 496.9600 2,484.80 0.000 0 (.109" THICK) 075 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 239.8800 88,755.60 88.000 21,109 (.109" THICK) 076 42" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.7500 63,135.00 71.000 24,903 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 11:33 AM ESTIMATE NO. 007 BID OPENING 11/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 60" CORRUGATED STEEL PIPE DOWNDRAIN LF 465.4000 69,810.00 0.000 0 (0.109" THICK) 078 CABLE ANCHORAGE SYSTEM (MOD) EA 11,703.1800 257,469.96 16.000 187,250 079 CORRUGATED STEEL PIPE INLET LF 1,308.6800 92,916.28 57.500 75,249 080 36" WELDED STEEL PIPE TRENCHLESS LF 1,494.0900 657,399.60 440.000 657,399 INSTALLATION METHOD 081 42" WELDED STEEL PIPE TRENCHLESS LF 2,046.9200 307,038.00 150.000 307,038 INSTALLATION METHOD 082 60" WELDED STEEL PIPE TRENCHLESS LF 2,777.1300 1,888,448.40 0.000 0 INSTALLATION METHOD 083 24" STEEL FLARED END SECTION EA 862.3400 12,935.10 12.000 10,348 084 36" STEEL FLARED END SECTION EA 2,193.4600 2,193.46 2.000 4,386 085 42" STEEL FLARED END SECTION EA 2,121.1700 4,242.34 2.000 4,242 086 54" STEEL FLARED END SECTION EA 3,020.8400 3,020.84 1.000 3,020 087 60" STEEL FLARED END SECTION EA 4,020.1600 20,100.80 0.000 0 088 ABANDON CULVERT (LF) LF 69.6800 167,232.00 904.000 62,990 089 REMOVE CULVERT (LF) LF 20.7500 93,375.00 2,886.000 59,884 090 REMOVE DOWNDRAIN (EA) EA 3,533.7500 67,141.25 16.000 56,540 091 REMOVE INLET EA 1,425.1100 37,052.86 16.000 22,801 092 REMOVE HEADWALL EA 1,895.1300 7,580.52 3.000 5,685 093 REMOVE JUNCTION BOX EA 1,969.5800 5,908.74 1.000 1,969 094 REMOVE CONCRETE FLARED END SECTION (EA) EA 811.2500 811.25 0.000 0 095 REMOVE FLARED END SECTION (EA) EA 670.1500 10,052.25 11.000 7,371 096 CONCRETE INVERT PAVING CY 2,502.1200 87,574.20 0.000 0 097 CULVERT SLURRY-CEMENT BACKFILL CY 203.4800 124,122.80 148.000 30,115 098 CONCRETE (CONCRETE APRON) CY 1,087.9600 23,935.12 17.000 18,495 099 GRAVEL FILTER CY 345.7500 65,692.50 137.000 47,367 100 ROCK SLOPE PROTECTION (2T, CLASS IX, CY 405.1100 25,116.82 0.000 0 METHOD A) 101 ROCK SLOPE PROTECTION (1T, CLASS VIII, CY 253.6300 83,697.90 0.000 0 METHOD A) 102 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 226.5100 15,402.68 53.000 12,005 METHOD A) (CY) 103 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 236.9600 42,652.80 153.900 36,468 METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 11:33 AM ESTIMATE NO. 007 BID OPENING 11/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 364.1800 8,740.32 0.000 0 METHOD B) (CY) 105 ROCK SLOPE PROTECTION (150 LB, CLASS CY 263.5300 11,858.85 49.800 13,123 III, METHOD B) (CY) 106 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 252.8200 60,676.80 12.000 3,033.84 161.900 40,931 METHOD B) (CY) 107 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 516.2600 5,678.86 0.000 0 METHOD B) (CY) 108 MISCELLANEOUS IRON AND STEEL LB 4.1000 31,406.00 3,628.000 14,874 (F) 109 MARKER (CULVERT) EA 93.7500 6,187.50 0.000 0 110 TREATMENT BEST MANAGEMENT PRACTICE EA 118.7500 950.00 0.000 0 MARKER 111 REMOVE MARKER EA 50.0000 3,300.00 44.000 2,200 112 CABLE RAILING LF 150.0000 13,200.00 40.000 6,000.00 58.000 8,700 (F) 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 23,500.0000 23,500.00 0.631 14,828 SYSTEM ELEMENTS DURING CONSTRUCTION 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 STATIONARY IMPACT ATTENUATOR VEHICLE LS 436,015.0000 436,015.00 0.631 275,125 (LS) 116 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 5,750.0000 5,750.00 0.631 3,628 PROGRAM CAS145 PAGE 6 DATE 11/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 11:33 AM ESTIMATE NO. 007 BID OPENING 11/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 11/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 23,117.40 5,897,804.43 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 76,326.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 23,117.40 5,974,131.03 117 MOBILIZATION LS 647,833.7300 647,833.73 1.000 647,833 ORIGINAL CONTRACT AMOUNT 13,097,292.18 TOTAL WORK COMPLETED 23,117.40 6,621,964.76 MATERIALS ON HAND ON SITE 562,191.78 DEDUCTIONS 8,000.00 -2,000.00 TOTAL 31,117.40 7,182,156.54 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 01/29/25 235 03/25/25 03/25/25 02/25/26 99 64 0 0 50% 42% PROGRESS IS SATISFACTORY RODRIGUEZ, JOAQUIN RESIDENT ENGINEER