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 02/08/24 EST. NO. 009 TIME 09:12 AM R.E. NAME: TAI MORGAN-MARBET 01-487704 --------------------------------------------------------------------------- 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 02/08/24 EST. NO. 009 TIME 09:12 AM R.E. NAME: TAI MORGAN-MARBET 01-487704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 008 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 7/23 LTR DEDUCT -1,000.00 003 PER 8/23 LTR DEDUCT -2,000.00 004 RELEASE 8/23 DEDUCT 2,000.00 005 RELEASE 7/23 DEDUCT 1,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/08/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-487704 TIME 09:12 AM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/23 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 02/08/24 LOCATION RERUN SEMI-FINAL ESTIMATE 01-VAR ------------------------- WYLATTI RESOURCE MANAGEMENT, IN MENDOCINO AND HUMBOLDT COUNTIES INC AT VARIOUS LOCATIONS 23601 CEMETERY LANE COVELO CA 95428 FED. AID NO. N O N E CULVERT REHAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,633.3300 1,633.33 1.000 1,633 002 TIME-RELATED OVERHEAD (LS) LS 20,000.0000 20,000.00 1.000 20,000 003 CONSTRUCTION AREA SIGNS LS 11,826.6600 11,826.66 1.000 11,826 004 TRAFFIC CONTROL SYSTEM LS 200,308.9000 200,308.90 1.000 200,308 005 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,466.6600 3,466.66 1.000 3,466 SYSTEM 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,666.6600 10,666.66 1.000 10,666 007 JOB SITE MANAGEMENT LS 128,727.3000 128,727.30 1.000 128,727 008 PREPARE STORM WATER POLLUTION PREVENTION LS 3,266.6600 3,266.66 1.000 3,266 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 13.000 6,500 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 695.0000 58,380.00 22.000 15,290 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 012 MOVE-IN/MOVE-OUT EA 1,440.0000 8,640.00 6.000 8,640 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 6.5600 8,265.60 1,260.000 8,265 014 TEMPORARY COVER SQYD 2.2500 2,835.00 1,260.000 2,835 015 TEMPORARY CHECK DAM LF 10.0000 650.00 65.000 650 016 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 3,150.00 15.000 3,375 017 TEMPORARY FIBER ROLL LF 5.0000 2,100.00 455.000 2,275 018 TEMPORARY SILT FENCE LF 10.0000 1,900.00 140.000 1,400 019 STREET SWEEPING LS 4,362.0000 4,362.00 1.000 4,362 020 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 021 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 49,115.8600 49,115.86 1.000 49,115 022 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 2,300.00 159.000 795 PROGRAM CAS145 PAGE 2 DATE 02/08/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-487704 TIME 09:12 AM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/23 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 02/08/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 7,311.6500 7,311.65 1.000 7,311 024 ROADWAY EXCAVATION (TOPSOIL) CY 200.0000 400.00 2.000 400 025 ROADSIDE CLEARING LS 1,000.0000 1,000.00 1.000 1,000 026 PLANT (GROUP H) EA 184.0000 3,864.00 21.000 3,864 027 WOOD MULCH CY 75.0000 4,650.00 10.000 750.00 79.800 5,985 028 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,440.0000 8,640.00 6.000 8,640 029 DUFF (SQFT) SQFT 2.5000 6,750.00 2,700.000 6,750 030 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 11.5400 5,423.80 320.000 3,692 031 FIBER ROLLS LF 5.0000 3,050.00 1,135.000 5,675 032 COMPOST (CY) CY 172.0000 20,640.00 120.000 20,640 033 COMPOST BERM LF 37.3400 10,455.20 280.000 10,455 034 CLASS 2 AGGREGATE BASE (CY) CY 501.5300 55,168.30 110.000 55,168 035 HOT MIX ASPHALT (TYPE A) TON 895.3200 80,578.80 98.300 88,009 036 STRUCTURAL CONCRETE, HEADWALL CY 3,411.5185 9,211.10 2.700 9,211 (F) 037 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,367.1500 57,241.55 17.000 57,241 (F) 038 24" ALTERNATIVE PIPE CULVERT LF 469.7300 408,665.10 868.300 407,866 039 30" ALTERNATIVE PIPE CULVERT LF 538.8000 102,372.00 279.800 150,756 040 36" ALTERNATIVE PIPE CULVERT LF 756.1800 98,303.40 130.000 98,303 041 CONCRETE BACKFILL (PIPE TRENCH) CY 3,333.3333 1,000.00 0.300 1,000 (F) 042 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 142.8600 25,714.80 169.700 24,243 (.138" THICK) 043 30" CORRUGATED STEEL PIPE DOWNDRAIN LF 152.9100 41,285.70 268.000 40,979 (.079" THICK) 044 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 173.6600 6,772.74 40.000 6,946 (.079" THICK) 045 24" ANCHOR ASSEMBLY EA 914.2900 2,742.87 4.000 3,657 046 30" ANCHOR ASSEMBLY EA 3,056.9800 9,170.94 3.000 9,170 047 36" ANCHOR ASSEMBLY EA 1,995.5400 1,995.54 2.000 3,991 048 36" CORRUGATED STEEL PIPE RISER LF 692.6000 23,548.40 33.800 23,409 (.109" THICK) 049 42" CORRUGATED STEEL PIPE RISER LF 1,088.8800 13,066.56 12.000 13,066 (.109" THICK) PROGRAM CAS145 PAGE 3 DATE 02/08/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-487704 TIME 09:12 AM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/23 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 02/08/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 30" WELDED STEEL PIPE (.188" THICK) LF 1,604.5600 141,201.28 88.000 141,201 051 24" ALTERNATIVE FLARED END SECTION EA 722.2000 722.20 1.000 722 052 30" ALTERNATIVE FLARED END SECTION EA 1,269.0700 1,269.07 1.000 1,269 053 36" ALTERNATIVE FLARED END SECTION EA 1,360.5500 1,360.55 1.000 1,360 054 ABANDON CULVERT (LF) LF 9.4900 3,985.80 462.500 4,389 055 REMOVE CULVERT (LF) LF 10.0000 9,200.00 966.100 9,661 056 REMOVE DOWNDRAIN (EA) EA 2,756.3900 8,269.17 3.000 8,269 057 REMOVE INLET EA 1,511.1000 15,111.00 9.000 13,599 058 REMOVE HEADWALL EA 1,000.0000 3,000.00 3.000 3,000 059 REMOVE FLARED END SECTION (EA) EA 250.0000 500.00 2.000 500 060 REMOVE RISER EA 1,627.5000 1,627.50 1.000 1,627 061 CLEANING, INSPECTING, AND PREPARING LF 70.4300 15,494.60 220.000 15,494 CULVERT (LF) 062 SAND BACKFILL CY 169.4500 7,794.70 54.300 9,201 063 HDPE PLASTIC PIPELINER (28" OD SDR 26) LF 324.4700 71,383.40 220.000 71,383 064 ROCK SLOPE PROTECTION CY 230.8700 8,542.19 36.700 8,472 (3/8 T, CLASS VI, METHOD B) (CY) 065 ROCK SLOPE PROTECTION CY 434.0200 7,378.34 17.000 7,378 (1/4 T, CLASS V, METHOD B) (CY) 066 ROCK SLOPE PROTECTION CY 331.9800 2,987.82 8.700 2,888 (300 LB, CLASS IV, METHOD B) (CY) 067 ROCK SLOPE PROTECTION CY 429.6500 6,015.10 13.600 5,843 (150 LB, CLASS III, METHOD B) (CY) 068 ROCK SLOPE PROTECTION CY 369.0900 17,347.23 47.400 17,494 (60 LB, CLASS II, METHOD B) (CY) 069 ROCK SLOPE PROTECTION CY 559.2000 2,124.96 3.800 2,124 (20 LB, CLASS I, METHOD B) (CY) 070 ROCK SLOPE PROTECTION CY 277.9700 5,559.40 203.600 56,594 (1/2 T, CLASS VII, METHOD B) (CY) 071 GRAVEL FILTER CY 337.7500 18,238.50 54.000 18,238 072 MISCELLANEOUS IRON AND STEEL LB 4.3100 15,787.53 3,427.000 14,770 (F) 073 MARKER (CULVERT) EA 100.0000 3,000.00 30.000 3,000 074 REMOVE MARKER EA 10.0000 300.00 30.000 300 075 CABLE RAILING LF 250.0000 3,250.00 13.000 3,250 (F) PROGRAM CAS145 PAGE 4 DATE 02/08/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-487704 TIME 09:12 AM ESTIMATE NO. 009 BID OPENING 05/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/23 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 02/08/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 750.00 1,978,870.70 ADJUSTMENT OF COMPENSATION 0.00 11,671.31 EXTRA WORK 0.00 32,559.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 750.00 2,023,101.75 076 MOBILIZATION LS 62,206.6600 62,206.66 1.000 62,206 ORIGINAL CONTRACT AMOUNT 1,988,274.08 TOTAL WORK COMPLETED 750.00 2,085,308.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 750.00 2,075,308.41 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/11/22 110 09/26/22 09/05/22 10/27/23 61 224 0 0 100% 100% TAI MORGAN-MARBET RESIDENT ENGINEER