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 07/23/24 EST. NO. 025 TIME 03:37 PM R.E. NAME: TAI MORGAN-MARBET 01-0C1104 --------------------------------------------------------------------------- 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 07/23/24 EST. NO. 025 TIME 03:37 PM R.E. NAME: TAI MORGAN-MARBET 01-0C1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 8/22 LTR DEDUCT -1,000.00 002 RELEASE 8/22 DEDUCT 1,000.00 003 DEDUCT PER 12/22 LTR -10,000.00 006 PER 2/23 LTR DEDUCT -2,000.00 008 RELEASE 12/22 DEDUCT 10,000.00 008 RELEASE 2/23 DEDUCT 2,000.00 009 PER 5/23 LTR DEDUCT -1,000.00 011 RELEASE 5/23 DEDUCT 1,000.00 012 PER 3/24 LTR DEDUCT -1,000.00 021 RELEASE 3/24 DEDUCT 1,000.00 024 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C1104 TIME 03:37 PM ESTIMATE NO. 025 BID OPENING 02/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 07/23/24 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-101-60.4/ .0 ----------------------- MERCER-FRASER COMPANY IN HUMBOLDT COUNTY IN FORTUNA AT PO BOX 1006; THE MATERIALS LABORATORY AT 1050 EUREKA CA 95502 RIVER RANCH ROAD FED. AID NO. N O N E CONSTRUCT MATERIALS LAB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,000.0000 12,000.00 0.250 3,000.00 1.000 12,000 003 TIME-RELATED OVERHEAD (LS) LS 700,000.0000 700,000.00 0.050 35,000.00 0.928 649,600 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 28,000.00 10.000 2,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.122 3,050.00 1.000 25,000 007 JOB SITE MANAGEMENT LS 45,000.0000 45,000.00 0.050 2,250.00 0.928 41,760 008 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 30,500.00 30.000 15,000 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 9,000.00 1.000 250 011 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 2.000 4,000 012 TEMPORARY CHECK DAM LF 20.0000 400.00 10.000 200 013 TEMPORARY DRAINAGE INLET PROTECTION EA 700.0000 2,100.00 4.000 2,800 014 TEMPORARY SILT FENCE LF 6.0000 10,020.00 1,591.000 9,546 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 4,000.00 1.000 4,000 016 STREET SWEEPING LS 32,000.0000 32,000.00 0.050 1,600.00 0.928 29,696 017 TEMPORARY CONCRETE WASHOUT LS 4,400.0000 4,400.00 1.000 4,400 018 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 336.00 48.000 336 019 CLEARING AND GRUBBING (LS) LS 16,000.0000 16,000.00 1.000 16,000 020 ROADWAY EXCAVATION CY 70.0000 25,200.00 360.000 25,200 021 DITCH EXCAVATION CY 25.0000 22,000.00 880.000 22,000 022 IMPORTED BORROW (CY) CY 52.0000 137,800.00 2,650.000 137,800 PROGRAM CAS145 PAGE 2 DATE 07/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C1104 TIME 03:37 PM ESTIMATE NO. 025 BID OPENING 02/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 07/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 024 ENTRANCE SIGN EA 22,196.0600 22,196.06 1.000 22,196 025 SOIL AMENDMENT CY 225.0000 1,125.00 4.500 1,012.50 4.500 1,012 026 PACKET FERTILIZER EA 1.0000 1,010.00 1,000.000 1,000.00 1,000.000 1,000 027 PLANT (GROUP A) EA 27.0000 17,280.00 608.000 16,416.00 608.000 16,416 028 PLANT (GROUP B) EA 80.0000 9,600.00 114.000 9,120.00 114.000 9,120 029 PLANT (GROUP U) EA 350.0000 17,850.00 48.000 16,800.00 48.000 16,800 030 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0 031 GRAVEL MULCH SQFT 20.0000 960.00 0.000 0 032 WOOD MULCH CY 162.0000 37,260.00 0.000 0 033 EDGING LF 18.0000 13,140.00 0.000 0 034 CONTROL AND NEUTRAL CONDUCTORS LS 11,000.0000 11,000.00 1.000 11,000.00 1.000 11,000 (ARMOR-CLAD) 035 1" REMOTE CONTROL VALVE EA 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000 036 2" REMOTE CONTROL VALVE EA 1,100.0000 3,300.00 3.000 3,300.00 3.000 3,300 037 1" WYE STRAINER ASSEMBLY EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200 038 16-18 STATION IRRIGATION CONTROLLER EA 25,000.0000 25,000.00 0.000 0 (PEDESTAL MOUNTED) 039 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 50.0000 4,000.00 80.000 4,000.00 80.000 4,000 (F) 040 3/4" DRIP IRRIGATION TUBING LF 8.0000 19,360.00 2,178.000 17,424.00 2,178.000 17,424 (F) 041 2" BACKFLOW PREVENTER ASSEMBLY EA 6,800.0000 6,800.00 1.000 6,800.00 1.000 6,800 042 BACKFLOW PREVENTER ENCLOSURE EA 5,800.0000 5,800.00 0.000 0 043 BACKFLOW PREVENTER BLANKET EA 1,300.0000 1,300.00 0.000 0 044 FLOW SENSOR EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 045 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 400.0000 13,600.00 34.000 13,600.00 34.000 13,600 046 RISER SPRINKLER ASSEMBLY EA 128.0000 12,288.00 96.000 12,288.00 96.000 12,288 047 DRIP VALVE ASSEMBLY EA 950.0000 3,800.00 4.000 3,800.00 4.000 3,800 048 2" GATE VALVE EA 1,500.0000 4,500.00 3.000 4,500.00 3.000 4,500 049 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 19,950.00 2,850.000 19,950.00 2,850.000 19,950 (F) LINE) PROGRAM CAS145 PAGE 3 DATE 07/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C1104 TIME 03:37 PM ESTIMATE NO. 025 BID OPENING 02/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 07/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 15.0000 9,600.00 640.000 9,600.00 640.000 9,600 (F) LINE) 051 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 21.0000 7,560.00 360.000 7,560.00 360.000 7,560 (F) (SUPPLY LINE) 052 2" PLASTIC PIPE (SCHEDULE 40) LF 13.2500 10,997.50 830.000 10,997.50 830.000 10,997 (F) (SUPPLY LINE) 053 QUICK COUPLING VALVE EA 900.0000 1,800.00 2.000 1,800.00 2.000 1,800 054 PVC PIPE CONDUIT (SLEEVE) LF 85.0000 1,020.00 12.000 1,020.00 12.000 1,020 (F) 055 4" WELDED STEEL PIPE CONDUIT LF 105.0000 7,350.00 70.000 7,350 056 6" WELDED STEEL PIPE CONDUIT LF 122.0000 4,880.00 40.000 4,880 057 FIBER ROLLS LF 8.0000 3,200.00 0.000 0 058 FIBER REINFORCED MATRIX SQFT 0.3600 12,348.00 0.000 0 059 COMPOST (CY) CY 200.0000 3,200.00 0.000 0 060 INCORPORATE MATERIALS SQFT 0.4000 2,052.00 5,130.000 2,052.00 5,130.000 2,052 061 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 83,400.00 1,390.000 83,400 062 HOT MIX ASPHALT (TYPE A) TON 150.0000 181,500.00 1,323.000 198,450 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 24.0000 8,880.00 303.000 7,272 064 TACK COAT TON 1,000.0000 1,400.00 1.400 1,400 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,000.0000 24,500.00 4.900 24,500 (F) 066 CONCRETE BACKFILL (PIPE TRENCH) CY 225.0000 4,050.00 48.130 10,829 (F) 067 INFILTRATION TRENCH (LF) LF 116.0000 23,200.00 200.000 23,200 068 8" PLASTIC PIPE LF 100.0000 30,000.00 280.000 28,000 069 12" PLASTIC PIPE LF 120.0000 19,200.00 176.000 21,120 070 12" STEEL FLARED END SECTION EA 900.0000 900.00 1.000 900 071 36" PRECAST CONCRETE PIPE INLET LF 2,200.0000 7,040.00 3.200 7,040 072 ROCK SLOPE PROTECTION CY 850.0000 1,955.00 2.300 1,955 (20 LB, CLASS I, METHOD B) (CY) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 168.00 14.000 168 074 DETECTABLE WARNING SURFACE SQFT 60.0000 900.00 15.000 900 075 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 1,300.0000 14,300.00 11.000 14,300 AND DRIVEWAY) 076 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,700.0000 15,300.00 9.000 15,300 CURB RAMP) PROGRAM CAS145 PAGE 4 DATE 07/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C1104 TIME 03:37 PM ESTIMATE NO. 025 BID OPENING 02/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 07/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CONCRETE CURB (CY) CY 1,900.0000 4,560.00 2.900 5,510 078 MISCELLANEOUS IRON AND STEEL LB 7.0000 8,344.00 1,192.000 8,344 (F) 079 35' FLAG POLE EA 25,000.0000 25,000.00 1.000 25,000 080 PAINTED SILHOUETTES SQFT 120.0000 24,000.00 0.000 0 081 PREPARE AND STAIN CONCRETE SQFT 110.0000 28,600.00 0.000 0 082 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 3,400.00 0.000 0 083 TEMPORARY FENCE (TYPE CL-6) LF 40.0000 47,200.00 1,010.000 40,400 084 CHAIN LINK FENCE LF 50.0000 49,500.00 990.000 49,500 (TYPE CL-6, SLATTED, EXTENSION ARM) 085 8' SECURITY METAL FENCE LF 245.0000 19,600.00 0.000 0 086 3' SECURITY METAL GATE (SWINGING) EA 9,250.0000 9,250.00 0.000 0 087 25' SECURITY METAL GATE (SLIDING) EA 44,000.0000 44,000.00 0.000 0 088 12' CHAIN LINK GATE EA 4,200.0000 4,200.00 1.000 4,200 (TYPE CL-6, SLATTED,EXTENSION ARM) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 1,050.00 0.000 0 (0.063"-UNFRAMED) 090 METAL (ROADSIDE SIGN) LB 15.0000 6,300.00 0.000 0 091 ROADSIDE SIGN - ONE POST EA 500.0000 4,500.00 0.000 0 092 CONCRETE BARRIER (TYPE 60M) LF 500.0000 55,000.00 110.000 55,000 093 THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 7,210.00 1,030.000 7,210.00 1,030.000 7,210 094 THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 4,750.00 190.000 4,750.00 190.000 4,750 095 12" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 2,300.00 230.000 2,300.00 230.000 2,300 096 BUILDING WORK LS 8,375,000.0000 8,375,000.00 0.044 368,500.00 0.969 8,115,375 PROGRAM CAS145 PAGE 5 DATE 07/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C1104 TIME 03:37 PM ESTIMATE NO. 025 BID OPENING 02/16/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: TAI MORGAN-MARBET DATE OF THIS ESTIMATE 07/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 610,400.00 10,039,077.31 ADJUSTMENT OF COMPENSATION 0.00 7,831.76 EXTRA WORK 0.00 330,604.50 SUBTOTAL AMOUNT EARNED 610,400.00 10,377,513.57 ORIGINAL CONTRACT AMOUNT 10,688,039.56 TOTAL WORK COMPLETED 610,400.00 10,377,513.57 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 610,400.00 10,377,513.57 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 04/08/22 580 06/02/22 06/02/22 08/05/24 221 309 0 0 94% 38% PROGRESS IS SATISFACTORY TAI MORGAN-MARBET RESIDENT ENGINEER