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 02/26/25 EST. NO. 019 TIME 01:06 PM R.E. NAME: PHAM, 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 0027 1,250.00 E.W. @ F.A.(+) 012125 N 027 005 0001 32,863.89 E.W. @ U.P (+) 020625 N 001 34,113.89 TOTAL THIS ESTIMATE 557,509.62 TOTAL PREVIOUS ESTIMATE 591,623.51 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 02/26/25 EST. NO. 019 TIME 01:06 PM R.E. NAME: PHAM, THANH 08-0R1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LC VIOLATIONS -178,471.30 019 -178,471.30 -178,471.30 LABOR COMPLIANCE VIOLATION MARCH 2024 -10,000.00 008 APRIL 2024 -10,000.00 009 APRIL 2024 RLS 10,000.00 015 MARCH 2024 RLS 10,000.00 015 NOVEMBER 2024 -10,000.00 016 0.00 -10,000.00 TOTAL DEDUCTIONS -178,471.30 -188,471.30 PROGRAM CAS145 PAGE 1 DATE 02/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:06 PM ESTIMATE NO. 019 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 02/20/25 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 02/26/25 LOCATION RERUN 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 12.000 96,000.00 277.000 2,216,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 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 1.000 1,323,375 007 CONSTRUCTION AREA SIGNS LS 17,990.0000 17,990.00 0.600 10,794 008 TRAFFIC CONTROL SYSTEM LS 1,400,000.0000 1,400,000.00 0.015 21,000.00 0.985 1,379,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 570.0000 68,400.00 120.000 68,400 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 55.0000 30,800.00 24.000 1,320.00 492.000 27,060 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 9.000 70,200 013 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 1.000 14,000 015 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 2,000.000 10,000 019 TEMPORARY DRAINAGE INLET PROTECTION EA 345.0000 3,450.00 10.000 3,450 020 TEMPORARY FIBER ROLL LF 2.0000 240,000.00 495.350 990.70 32,000.000 64,000 021 TEMPORARY GRAVEL BAG BERM LF 12.0000 6,600.00 45.000 540 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 4.000 20,000 PROGRAM CAS145 PAGE 2 DATE 02/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:06 PM ESTIMATE NO. 019 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 02/20/25 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 02/26/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 1,890.00 0.980 61,740 024 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 10,200.000 6,630.00 31,400.000 20,410 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 232,700.0000 232,700.00 1.000 232,700 028 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 35,050.00 7,010.000 35,050 029 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 17,160,000.00 650,000.000 16,900,000 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,190.0000 4,760.00 0.000 0 034 DUFF (ACRE) ACRE 1,000.0000 160,000.00 160.000 160,000 035 BONDED FIBER MATRIX (ACRE) ACRE 4,998.0000 899,640.00 14.000 69,972.00 180.000 899,640 036 FIBER ROLLS LF 4.0000 1,000.00 250.000 1,000.00 250.000 1,000 037 CLASS 2 AGGREGATE BASE (CY) CY 160.0000 214,400.00 1,340.000 214,400 038 MINOR HOT MIX ASPHALT TON 300.0000 2,100.00 7.000 2,100.00 7.000 2,100 039 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 310.0000 16,430.00 53.000 16,430.00 53.000 16,430 AREA) 040 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 13,000.00 260.000 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 02/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:06 PM ESTIMATE NO. 019 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 02/20/25 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 02/26/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 12.000 48,000 069 ROCK SLOPE PROTECTION (150 LB, CLASS CY 225.0000 5,175.00 23.000 5,175 III, METHOD B) (CY) 070 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 120.0000 135,600.00 1,130.000 135,600 METHOD B) (CY) 071 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 120.0000 286,800.00 2,390.000 286,800 METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 20,500.00 2,050.000 20,500 073 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 50.000 2,250.00 310.000 13,950 PROGRAM CAS145 PAGE 4 DATE 02/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:06 PM ESTIMATE NO. 019 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 02/20/25 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 02/26/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 92.000 25,760.00 92.000 25,760 079 OBJECT MARKER EA 280.0000 14,560.00 52.000 14,560.00 52.000 14,560 080 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 453,200.00 100.000 4,400.00 10,800.000 475,200 081 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 57.0000 258,210.00 4,530.000 258,210 POST) 082 CABLE RAILING LF 75.0000 79,050.00 1,054.000 79,050 (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 16.000 16,000 085 END CAP (TYPE A) EA 400.0000 1,600.00 4.000 1,600 086 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,900.0000 41,800.00 22.000 41,800 087 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,600.0000 87,400.00 3.000 13,800.00 19.000 87,400 088 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,200.0000 643,200.00 16.000 643,200 089 REMOVE GUARDRAIL LF 11.0000 98,230.00 8,930.000 98,230 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 216,480.00 211,200.000 173,184.00 211,200.000 173,184 (ENHANCED WET NIGHT VISIBILITY) 091 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 02/26/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0R1704 TIME 01:06 PM ESTIMATE NO. 019 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 02/20/25 R.E. NAME: PHAM, THANH DATE OF THIS ESTIMATE 02/26/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 451,286.70 30,172,099.52 ADJUSTMENT OF COMPENSATION 0.00 19,500.00 EXTRA WORK 34,113.89 572,123.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 485,400.59 30,763,723.03 092 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 485,400.59 34,163,723.03 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -178,471.30 -188,471.30 TOTAL 306,929.29 33,975,251.73 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 02/26/25 277 128 -1 0 97% 99% PROGRESS IS SATISFACTORY PHAM, THANH RESIDENT ENGINEER