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 09/17/24 EST. NO. 014 TIME 01:39 PM R.E. NAME: PHAN, THANH 08-0R1704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0018 1,250.00 E.W. @ F.A.(+) 090324 N 17 1,250.00 TOTAL THIS ESTIMATE 37,900.32 TOTAL PREVIOUS ESTIMATE 39,150.32 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 09/17/24 EST. NO. 014 TIME 01:39 PM R.E. NAME: PHAN, THANH 08-0R1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MARCH 2024 -10,000.00 008 APRIL 2024 -10,000.00 009 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: PHAN, THANH DATE OF THIS ESTIMATE 09/17/24 LOCATION PROGRESS ESTIMATE 08-SBD-40-R25.0/R50.0 ----------------- GRANITE CONSTRUCTION COMPANY SAN BERNARDINO COUNTY AT NEWBERRY SPRINGS 38000 MONROE STREET AND LUDLOW FROM 1.6 MILES EAST OF FORT INDIO CA 92203 CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING FED. AID NO. HSIM-040 (1 )91 CONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, I ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 500.5200 500.52 1.000 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,000.0000 2,240,000.00 16.000 128,000.00 217.000 1,736,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 1.000 6,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 4.000 800 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 1,323,375.0000 1,323,375.00 0.050 66,168.75 0.900 1,191,037 007 CONSTRUCTION AREA SIGNS LS 17,990.0000 17,990.00 0.500 8,995 008 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 0.050 70,000.00 0.760 1,064,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 570.0000 68,400.00 5.000 2,850.00 114.000 64,980 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 55.0000 30,800.00 32.000 1,760.00 372.000 20,460 SYSTEM DAY 011 TEMPORARY BARRIER SYSTEM LF 25.0000 64,000.00 180.000 4,500 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,800.0000 78,000.00 0.500 3,900.00 7.500 58,500 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,700.0000 43,200.00 0.000 0 014 JOB SITE MANAGEMENT LS 14,000.0000 14,000.00 0.050 700.00 0.800 11,200 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,350.0000 2,350.00 1.000 2,350 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 017 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,190.0000 4,760.00 0.000 0 CONTROL) 018 TEMPORARY COVER SQYD 5.0000 100,000.00 1,377.050 6,885 019 TEMPORARY DRAINAGE INLET PROTECTION EA 345.0000 3,450.00 9.000 3,105 020 TEMPORARY FIBER ROLL LF 2.0000 240,000.00 31,504.650 63,009 021 TEMPORARY GRAVEL BAG BERM LF 12.0000 6,600.00 45.000 540 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 3.000 15,000 PROGRAM CAS145 PAGE 2 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: PHAN, THANH DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 63,000.0000 63,000.00 0.100 6,300.00 0.600 37,800 024 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 1.000 4,500 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 79,200.00 0.000 0 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.6500 17,030.00 6,085.650 3,955.67 6,085.650 3,955 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 232,700.0000 232,700.00 0.050 11,635.00 0.800 186,160 028 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 35,050.00 5,257.550 26,287 029 CLEARING AND GRUBBING (LS) LS 830,000.0000 830,000.00 1.000 830,000 030 DUST PALLIATIVE LS 5,000.0000 5,000.00 0.000 0 031 ROADWAY EXCAVATION CY 2.5000 14,050.00 0.000 0 032 IMPORTED BORROW (CY) CY 26.0000 17,160,000.00 60,000.000 1,560,000.00 630,000.000 16,380,000 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,190.0000 4,760.00 0.000 0 034 DUFF (ACRE) ACRE 1,000.0000 160,000.00 0.000 0 035 BONDED FIBER MATRIX (ACRE) ACRE 4,998.0000 899,640.00 0.000 0 036 FIBER ROLLS LF 4.0000 1,000.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 160.0000 214,400.00 0.000 0 038 MINOR HOT MIX ASPHALT TON 300.0000 2,100.00 0.000 0 039 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 310.0000 16,430.00 0.000 0 AREA) 040 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 13,000.00 130.000 6,500.00 260.000 13,000 041 STRUCTURAL CONCRETE, BOX CULVERT CY 4,200.0000 155,400.00 37.000 155,400 (F) 042 STRUCTURAL CONCRETE, HEADWALL CY 1,700.0000 965,600.00 568.000 965,600 (F) 043 BAR REINFORCING STEEL (BOX CULVERT) LB 3.9400 17,304.48 8,450.000 33,293 (F) 044 24" CORRUGATED STEEL PIPE (.064" THICK) LF 280.0000 21,840.00 78.000 21,840 045 36" CORRUGATED STEEL PIPE (.079" THICK) LF 290.0000 182,700.00 630.000 182,700 046 42" CORRUGATED STEEL PIPE (.109" THICK) LF 295.0000 56,050.00 190.000 56,050 047 48" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 33,000.00 110.000 33,000 048 65" X 40" CORRUGATED STEEL PIPE ARCH LF 750.0000 142,500.00 190.000 142,500 (.109" THICK) 049 72" X 44" CORRUGATED STEEL PIPE ARCH LF 700.0000 98,000.00 140.000 98,000 (.138" THICK) PROGRAM CAS145 PAGE 3 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: PHAN, THANH DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 6'-4" X 4'-9" STRUCTURAL STEEL PLATE LF 1,800.0000 360,000.00 200.000 360,000 PIPE ARCH (.138" THICK) 051 7'-0" X 5'-1" STRUCTURAL STEEL PLATE LF 2,000.0000 78,000.00 40.000 80,000 PIPE ARCH (.138" THICK) 052 8'-2" X 5'-9" STRUCTURAL STEEL PLATE LF 2,100.0000 84,000.00 40.000 84,000 PIPE ARCH (.138" THICK) 053 8'-10" X 6'-1" STRUCTURAL STEEL PLATE LF 2,100.0000 88,200.00 42.000 88,200 PIPE ARCH (.138" THICK) 054 9'-4" X 6'-3" STRUCTURAL STEEL PLATE LF 2,100.0000 195,300.00 93.000 195,300 PIPE ARCH (.138" THICK) 055 10'-8" X 6'-11" STRUCTURAL STEEL PLATE LF 2,100.0000 252,000.00 120.000 252,000 PIPE ARCH (.138" THICK) 056 13'-5" X 8'-5" STRUCTURAL STEEL PLATE LF 2,100.0000 149,100.00 74.000 155,400 PIPE ARCH (.138" THICK) 057 36" CORRUGATED STEEL PIPE RISER (.079" LF 1,100.0000 31,900.00 17.000 18,700.00 29.000 31,900 THICK) 058 24" STEEL FLARED END SECTION EA 1,100.0000 3,300.00 3.000 3,300 059 36" STEEL FLARED END SECTION EA 1,500.0000 37,500.00 25.000 37,500 060 42" STEEL FLARED END SECTION EA 1,900.0000 11,400.00 6.000 11,400 061 48" STEEL FLARED END SECTION EA 2,100.0000 12,600.00 6.000 12,600 062 65" X 40" STEEL FLARED END PIPE ARCH EA 2,200.0000 8,800.00 4.000 8,800 SECTION 063 72" X 44" STEEL FLARED END PIPE ARCH EA 3,700.0000 7,400.00 2.000 7,400 SECTION 064 36" PRECAST CONCRETE PIPE INLET LF 2,900.0000 5,510.00 1.900 5,510 065 REMOVE DOWNDRAIN (EA) EA 340.0000 340.00 1.000 340 066 REMOVE HEADWALL EA 1,500.0000 39,000.00 0.000 0 067 REMOVE FLARED END SECTION (EA) EA 1,100.0000 71,500.00 65.000 71,500 068 CONCRETE (CONCRETE APRON) CY 4,000.0000 48,000.00 0.000 0 069 ROCK SLOPE PROTECTION (150 LB, CLASS CY 225.0000 5,175.00 0.000 0 III, METHOD B) (CY) 070 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 120.0000 135,600.00 735.000 88,200.00 735.000 88,200 METHOD B) (CY) 071 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 120.0000 286,800.00 1,454.000 174,480.00 1,454.000 174,480 METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 20,500.00 973.870 9,738.70 1,351.000 13,510 073 MISCELLANEOUS IRON AND STEEL LB 7.8000 18,408.00 2,360.000 18,408 (F) 074 REMOVE PAVEMENT MARKER EA 0.5000 2,750.00 0.000 0 075 DELINEATOR (CLASS 1) EA 65.0000 4,290.00 0.000 0 076 GUARD RAILING DELINEATOR EA 45.0000 13,500.00 62.000 2,790.00 62.000 2,790 PROGRAM CAS145 PAGE 4 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: PHAN, THANH DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,500.00 0.000 0 078 MARKER (CULVERT) EA 280.0000 25,760.00 0.000 0 079 OBJECT MARKER EA 280.0000 14,560.00 0.000 0 080 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 453,200.00 2,962.500 130,350.00 5,141.410 226,222 081 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 57.0000 258,210.00 976.320 55,650 POST) 082 CABLE RAILING LF 75.0000 79,050.00 0.000 0 (F) 083 TRANSITION RAILING (TYPE WB-31 MODIFIED) EA 2,200.0000 33,000.00 0.000 0 084 RAIL TENSIONING ASSEMBLY EA 1,000.0000 16,000.00 0.000 0 085 END CAP (TYPE A) EA 400.0000 1,600.00 0.000 0 086 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,900.0000 41,800.00 9.000 17,100.00 9.000 17,100 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,600.0000 87,400.00 9.000 41,400.00 13.600 62,560 088 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,200.0000 643,200.00 1.170 47,034 089 REMOVE GUARDRAIL LF 11.0000 98,230.00 2,077.000 22,847.00 2,077.000 22,847 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 216,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:39 PM ESTIMATE NO. 014 BID OPENING 11/17/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: PHAN, THANH DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,373,375.12 25,584,900.27 ADJUSTMENT OF COMPENSATION 0.00 19,500.00 EXTRA WORK 1,250.00 19,650.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,374,625.12 25,624,050.59 092 MOBILIZATION LS 3,400,000.0000 3,400,000.00 1.000 3,400,000 ORIGINAL CONTRACT AMOUNT 34,533,543.00 TOTAL WORK COMPLETED 2,374,625.12 29,024,050.59 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 2,374,625.12 29,004,050.59 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 05/08/23 280 07/03/23 07/03/23 12/24/24 217 88 -1 0 84% 78% PROGRESS IS SATISFACTORY PHAN, THANH RESIDENT ENGINEER