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 06/18/25 EST. NO. 002 TIME 03:14 PM 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 06/18/25 EST. NO. 002 TIME 03:14 PM R.E. NAME: RODRIGUEZ, JOAQUIN 01-0H6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 03:14 PM ESTIMATE NO. 002 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 06/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 06/18/25 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 0.061 167.75 0.085 233 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 80,078.0000 80,078.00 0.061 4,884.76 0.085 6,806 003 TIME-RELATED OVERHEAD (LS) LS 404,008.9500 404,008.95 0.061 24,644.55 0.085 34,340 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 24,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 129,767.7100 129,767.71 0.061 7,915.83 0.085 11,030 007 CONSTRUCTION AREA SIGNS LS 24,375.0000 24,375.00 0.061 1,486.88 0.085 2,071 008 TRAFFIC CONTROL SYSTEM LS 719,926.6400 719,926.64 0.061 43,915.53 0.085 61,193 009 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 0.061 3,797.25 0.085 5,291 SYSTEMS (LS) 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,750.0000 38,750.00 0.061 2,363.75 0.085 3,293 012 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 0.061 42,622.81 0.085 59,392 015 WATER POLLUTION CONTROL PROGRAM LS 32,062.5000 32,062.50 0.061 1,955.81 0.085 2,725 016 TEMPORARY MULCH SQYD 1.3500 14,175.00 0.000 0 017 TEMPORARY COVER SQYD 4.7000 49,350.00 0.000 0 018 TEMPORARY CHECK DAM LF 12.0000 10,320.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 193.0500 12,355.20 0.000 0 020 TEMPORARY FIBER ROLL LF 7.5000 3,825.00 0.000 0 021 TEMPORARY GRAVEL BAG BERM LF 13.9000 1,112.00 0.000 0 022 TEMPORARY SILT FENCE LF 8.0000 47,600.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 03:14 PM ESTIMATE NO. 002 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 06/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 TEMPORARY CONSTRUCTION ROADWAY SQYD 13.5200 80,038.40 0.000 0 025 STREET SWEEPING LS 43,528.0000 43,528.00 0.061 2,655.21 0.085 3,699 026 TEMPORARY CONCRETE WASHOUT LS 11,755.0000 11,755.00 0.061 717.06 0.085 999 027 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 0.061 7,277.00 0.085 10,140 031 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 285,375.0000 285,375.00 0.061 17,407.88 0.085 24,256 032 INVASIVE SPECIES CONTROL LS 20,500.0000 20,500.00 0.061 1,250.50 0.085 1,742 033 CONTRACTOR SUPPLIED ARBORIST LS 40,000.0000 40,000.00 0.061 2,440.00 0.085 3,400 034 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 12,460.00 0.000 0 035 TEMPORARY CONSTRUCTION MAT (LS) LS 12,573.0700 12,573.07 0.000 0 036 CLEARING AND GRUBBING (LS) LS 133,608.1900 133,608.19 0.061 8,150.10 0.085 11,356 037 DITCH EXCAVATION CY 152.6600 13,739.40 1.000 152.66 1.000 152 038 WOOD MULCH CY 155.0000 299,150.00 0.000 0 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 2,700.00 0.000 0 040 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 0.000 0 047 HOT MIX ASPHALT (TYPE A) TON 1,467.2000 3,961.44 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 42.7900 3,380.41 0.000 0 049 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 68.5200 2,809.32 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 03:14 PM ESTIMATE NO. 002 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 06/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 052 STRUCTURAL CONCRETE CY 4,306.7200 25,840.32 0.000 0 (F) 053 STRUCTURAL CONCRETE, HEADWALL CY 2,444.3400 102,662.28 0.000 0 (F) 054 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,383.0800 223,537.08 0.000 0 (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 0.000 0 058 24" ALTERNATIVE PIPE CULVERT LF 312.9200 162,718.40 0.000 0 059 36" ALTERNATIVE PIPE CULVERT LF 468.0900 34,170.57 0.000 0 060 CONCRETE BACKFILL (PIPE TRENCH) CY 202.1400 17,586.18 0.000 0 (F) 061 CONCRETE COLLAR EA 4,282.4800 4,282.48 0.000 0 062 10" CORRUGATED STEEL PIPE (.064" THICK) LF 166.3700 1,663.70 0.000 0 063 12" CORRUGATED STEEL PIPE (.079" THICK) LF 99.9000 2,397.60 0.000 0 064 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 1,063,593.60 351.500 203,181.06 437.500 252,892 066 36" CORRUGATED STEEL PIPE (.109" THICK) LF 707.9100 368,113.20 0.000 0 067 42" CORRUGATED STEEL PIPE (.138" THICK) LF 1,058.6200 751,620.20 0.000 0 068 54" CORRUGATED STEEL PIPE (.168" THICK) LF 1,502.3000 285,437.00 0.000 0 069 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 10.000 1,774.70 10.000 1,774 (.079" THICK) 071 12" PERFORATED STEEL PIPE UNDERDRAIN LF 504.6800 5,046.80 10.000 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 194,777.10 155.000 23,403.45 187.000 28,235 (.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 0.000 0 (.109" THICK) 076 42" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.7500 63,135.00 0.000 0 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 03:14 PM ESTIMATE NO. 002 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 06/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 35,109.54 4.000 46,812 079 CORRUGATED STEEL PIPE INLET LF 1,308.6800 92,916.28 11.500 15,049.82 17.000 22,247 080 36" WELDED STEEL PIPE TRENCHLESS LF 1,494.0900 657,399.60 0.000 0 INSTALLATION METHOD 081 42" WELDED STEEL PIPE TRENCHLESS LF 2,046.9200 307,038.00 0.000 0 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 1.000 862.34 2.000 1,724 084 36" STEEL FLARED END SECTION EA 2,193.4600 2,193.46 0.000 0 085 42" STEEL FLARED END SECTION EA 2,121.1700 4,242.34 0.000 0 086 54" STEEL FLARED END SECTION EA 3,020.8400 3,020.84 0.000 0 087 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 0.000 0 089 REMOVE CULVERT (LF) LF 20.7500 93,375.00 426.000 8,839.50 529.000 10,976 090 REMOVE DOWNDRAIN (EA) EA 3,533.7500 67,141.25 3.000 10,601.25 4.000 14,135 091 REMOVE INLET EA 1,425.1100 37,052.86 2.000 2,850.22 3.000 4,275 092 REMOVE HEADWALL EA 1,895.1300 7,580.52 0.000 0 093 REMOVE JUNCTION BOX EA 1,969.5800 5,908.74 0.000 0 094 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 1.000 670.15 2.000 1,340 096 CONCRETE INVERT PAVING CY 2,502.1200 87,574.20 0.000 0 097 CULVERT SLURRY-CEMENT BACKFILL CY 203.4800 124,122.80 0.000 0 098 CONCRETE (CONCRETE APRON) CY 1,087.9600 23,935.12 0.000 0 099 GRAVEL FILTER CY 345.7500 65,692.50 0.000 0 100 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 0.000 0 METHOD A) (CY) 103 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 236.9600 42,652.80 0.000 0 METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 03:14 PM ESTIMATE NO. 002 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 06/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 III, METHOD B) (CY) 106 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 252.8200 60,676.80 0.000 0 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 31,406.00 392.000 1,607.20 569.000 2,332 (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 6.000 300.00 8.000 400 112 CABLE RAILING LF 150.0000 13,200.00 0.000 0 (F) 113 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 23,500.0000 23,500.00 0.061 1,433.50 0.085 1,997 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 0.061 26,596.92 0.085 37,061 (LS) 116 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 5,750.0000 5,750.00 0.061 350.75 0.085 488 PROGRAM CAS145 PAGE 6 DATE 06/18/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H6404 TIME 03:14 PM ESTIMATE NO. 002 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 06/20/25 R.E. NAME: RODRIGUEZ, JOAQUIN DATE OF THIS ESTIMATE 06/18/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 511,482.53 677,069.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 511,482.53 677,069.59 117 MOBILIZATION LS 647,833.7300 647,833.73 0.250 161,958.43 0.750 485,875 ORIGINAL CONTRACT AMOUNT 13,097,292.18 TOTAL WORK COMPLETED 673,440.96 1,162,944.89 MATERIALS ON HAND ON SITE -52,761.81 908,130.16 DEDUCTIONS 0.00 0.00 TOTAL 620,679.15 2,071,075.05 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 01/12/26 27 35 0 0 9% 11% PROGRESS IS SATISFACTORY RODRIGUEZ, JOAQUIN RESIDENT ENGINEER