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 06/20/24 EST. NO. 008 TIME 01:18 PM R.E. NAME: DIN DADAWALLA 06-0V1104 --------------------------------------------------------------------------- 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 0057 2,556.40 E.W. @ F.A.(+) 051524 N 0077.0 003 0001 1,106.88 E.W. @ F.A.(+) 013124 N 0013.0 0002 1,771.00 112023 N 0015.0 004 0007-1 384,476.40 A.C. @ U.P.(-) 052024 N 0001 0 DAO CORRECTING ENTRY 0007-2 -352,332.74 052024 N 0001 0 DAO CORRECTING ENTRY 008 0002 158.99 E.W. @ F.A.(+) 030424 N 0076.0 37,736.93 TOTAL THIS ESTIMATE -235,337.20 TOTAL PREVIOUS ESTIMATE -197,600.27 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 06/20/24 EST. NO. 008 TIME 01:18 PM R.E. NAME: DIN DADAWALLA 06-0V1104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2410 -20,000.00 004 MISSING CEM-2410 -40,000.00 005 REC'D CEM-2410 20,000.00 006 MISSING CEM-2410 -50,000.00 007 REC'D CEM-2410 EST.5 20,000.00 007 0.00 -70,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 002 REC'D PAYROLL EST.02 5,000.00 004 MISSING PAYROLL -10,000.00 007 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -80,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 01:18 PM ESTIMATE NO. 008 BID OPENING 07/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/20/24 LOCATION PROGRESS ESTIMATE 06-VAR ----------------- M.C.M. CONSTRUCTION, INC. FRESNO AND KINGS COUNTIES AT VARIOUS 6413 32ND STREET SUITE A LOCATIONS NORTH HIGHLANDS CA 95660 FED. AID NO. ACNH-000C(550)E STRATFORD KINGS RIVER BRIDGE REPLACEMENT. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 22,000.0000 22,000.00 0.750 16,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 900,000.00 22.000 99,000.00 140.000 630,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 36,000.00 0.000 0 004 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.033 1,650.00 0.810 40,500 006 TRAFFIC CONTROL SYSTEM LS 680,000.0000 680,000.00 0.130 88,400.00 0.700 476,000 007 TRAFFIC CONTROL SUPERVISOR DAY 1,500.0000 30,000.00 20.000 30,000 008 TRAFFIC CONE EA 100.0000 1,600.00 16.000 1,600 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 220.0000 10,560.00 18.000 3,960 SYSTEM DAY 010 PORTABLE CAMERA SYSTEM EA 55,000.0000 55,000.00 0.040 2,200.00 0.640 35,200 011 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 175.0000 4,200.00 0.000 0 SYSTEM 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 75,000.0000 75,000.00 0.110 8,250.00 0.700 52,500 013 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 1,050.0000 147,000.00 52.000 54,600 014 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.590 59,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.737 1,474 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 2,400.00 0.000 0 018 TEMPORARY SILT FENCE LF 11.0000 6,160.00 640.000 7,040 019 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 1.000 7,500 020 STREET SWEEPING LS 175,000.0000 175,000.00 0.590 103,250 021 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.000 0 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 15,000.00 26.000 13,000 PROGRAM CAS145 PAGE 2 DATE 06/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 01:18 PM ESTIMATE NO. 008 BID OPENING 07/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY MONITORING REPORT EA 500.0000 3,000.00 3.000 1,500 024 WATER QUALITY ANNUAL REPORT EA 1,000.0000 1,000.00 0.000 0 025 TREATED WOOD WASTE LB 1.0000 5,490.00 8,420.000 8,420 026 TEMPORARY PIN FLAG ESA MARKER LF 8.0000 8,800.00 482.000 3,856 027 CLEARING AND GRUBBING (LS) LS 55,000.0000 55,000.00 0.000 0 028 ROADWAY EXCAVATION CY 75.0000 192,750.00 0.000 0 029 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 285.0000 48,450.00 9.700 2,764 DEPOSITED LEAD) 030 STRUCTURE EXCAVATION (BRIDGE) CY 130.0000 26,000.00 180.000 23,400 (F) 031 STRUCTURE EXCAVATION (TYPE COM, AERIALLY CY 330.0000 10,560.00 0.000 0 DEPOSITED LEAD) 032 STRUCTURE BACKFILL (BRIDGE) CY 300.0000 19,200.00 0.000 0 (F) 033 BONDED FIBER MATRIX (SQFT) SQFT 1.0000 7,000.00 0.000 0 034 COMPOST (CY) CY 450.0000 19,800.00 0.000 0 035 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 72,450.00 0.000 0 036 SAND COVER (SEAL) TON 25.0000 10,500.00 0.000 0 037 ASPHALT-RUBBER BINDER TON 500.0000 225,000.00 0.000 0 038 ASPHALTIC EMULSION (FOG SEAL COAT) TON 770.0000 27,720.00 26.450 20,366 039 ASPHALTIC EMULSION (FLUSH COAT) TON 300.0000 12,900.00 0.000 0 040 CRACK TREATMENT LNMI 4,400.0000 79,200.00 17.500 77,000 041 PRECOATED AGGREGATE (SEAL COAT) TON 55.0000 157,850.00 0.000 0 042 SEGMENT CORRECTION EA 1,600.0000 16,000.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 134.0000 1,063,960.00 18,731.140 2,509,972 044 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 112.0000 1,400,000.00 0.000 0 045 DATA CORE LS 5,500.0000 5,500.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 4,440.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 1,080.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 600.00 0.000 0 049 TACK COAT TON 1,700.0000 137,700.00 69.130 117,521 PROGRAM CAS145 PAGE 3 DATE 06/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 01:18 PM ESTIMATE NO. 008 BID OPENING 07/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 2,720.00 0.000 0 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2000 435,600.00 194,605.200 428,131 052 FURNISH 24" CAST-IN-STEEL SHELL CONCRETE LF 290.0000 262,740.00 906.000 262,740 PILING 053 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 11,500.0000 138,000.00 12.000 138,000 PILE 054 FURNISH 36" CAST-IN-STEEL SHELL CONCRETE LF 355.0000 1,278,000.00 3,600.000 1,278,000 PILING 055 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 25,000.0000 450,000.00 18.000 450,000 PILE 056 STRUCTURAL CONCRETE, BRIDGE CY 11,963.0000 1,650,894.00 123.500 1,477,430 (F) 057 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,500.0000 825,000.00 0.000 0 (F) FIBER) 058 STRUCTURAL CONCRETE, BRIDGE CY 3,000.0000 57,000.00 19.000 57,000 (F) (SELF-CONSOLIDATING) 059 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,700.0000 234,600.00 0.000 0 (F) N) 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 27,500.00 0.000 0 (F) 061 PIER CAP WITH COLUMN MOCK-UP EA 100,000.0000 100,000.00 1.000 100,000 062 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 78.0000 897,624.00 11,508.000 897,624.00 11,508.000 897,624 SLAB (TYPE SIV) 063 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 80.0000 204,560.00 2,557.000 204,560.00 2,557.000 204,560 SLAB (TYPE SIV MODIFIED) 064 FURNISH PRECAST CONCRETE PIER CAP EA 90,000.0000 540,000.00 6.000 540,000 065 ERECT PRECAST CONCRETE PIER CAP EA 25,000.0000 150,000.00 6.000 150,000 066 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 3,500.0000 269,500.00 77.000 269,500.00 77.000 269,500 UNIT 067 JOINT SEAL (MR 1 1/2") LF 115.0000 11,385.00 0.000 0 068 BAR REINFORCING STEEL (BRIDGE) LB 2.5000 602,662.50 69,885.000 174,712.50 220,337.000 550,842 (F) 069 STRUCTURAL STEEL (PIPE PIN) LB 18.0000 82,728.00 4,596.000 82,728.00 4,596.000 82,728 (F) 070 CLEAN AND PAINT STEEL PILING LS 130,000.0000 130,000.00 0.000 0 071 BRIDGE REMOVAL LS 1,388,000.0000 1,388,000.00 1.000 1,388,000 072 18" CORRUGATED STEEL PIPE (.079" THICK) LF 165.0000 12,705.00 0.000 0 073 6" WELDED STEEL PIPE CASING (BRIDGE) LF 80.0000 64,000.00 800.000 64,000.00 800.000 64,000 074 18" STEEL FLARED END SECTION EA 950.0000 3,800.00 0.000 0 075 REMOVE DOWNDRAIN (EA) EA 400.0000 1,600.00 0.000 0 076 REMOVE FLARED END SECTION (EA) EA 450.0000 1,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 01:18 PM ESTIMATE NO. 008 BID OPENING 07/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 375.0000 9,750.00 0.000 0 METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 768.00 0.000 0 079 MISCELLANEOUS IRON AND STEEL LB 2.0000 1,912.00 0.000 0 (F) 080 ADJUST MONUMENT COVER TO GRADE EA 1,500.0000 36,000.00 0.000 0 081 REMOVE PAVEMENT MARKER EA 2.0000 4,460.00 0.000 0 082 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 26,640.00 1,776.000 10,656 083 OBJECT MARKER (TYPE P) EA 155.0000 620.00 0.000 0 084 OBJECT MARKER (TYPE R) EA 180.0000 360.00 0.000 0 085 REMOVE ROADSIDE SIGN (WOOD POST) EA 130.0000 390.00 0.000 0 086 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 250.00 0.000 0 087 RESET ROADSIDE SIGN (TWO POST) EA 360.0000 360.00 0.000 0 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 143.00 0.000 0 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 150.00 0.000 0 (0.080"-UNFRAMED) 090 ROADSIDE SIGN - ONE POST EA 750.0000 2,250.00 0.000 0 091 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 9,000.00 0.000 0 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 200.0000 50,000.00 0.000 0 093 TUBULAR BICYCLE RAILING LF 30.0000 22,590.00 0.000 0 (F) 094 TRANSITION RAILING (TYPE WB-31) EA 6,200.0000 12,400.00 0.000 0 095 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 23,000.0000 46,000.00 0.000 0 (TL-3) 096 ALTERNATIVE CRASH CUSHION TL-3 EA 55,000.0000 110,000.00 0.000 0 097 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 520.0000 405,600.00 0.000 0 (F) 098 REMOVE GUARDRAIL LF 50.0000 12,500.00 250.000 12,500 099 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 23,030.00 866.000 6,062 WET NIGHT VISIBILITY) 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 140.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 101 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 5 DATE 06/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 01:18 PM ESTIMATE NO. 008 BID OPENING 07/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 112,000.00 50,352.000 50,352 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 315,000.00 122,035.000 152,543 (ENHANCED WET NIGHT VISIBILITY) 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,380.00 325.000 650 (ENHANCED WET NIGHT VISIBILITY) 106 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 10,320.00 110.000 440 (ENHANCED WET NIGHT VISIBILITY) 107 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 56,400.00 0.000 0 108 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,750.00 0.000 0 109 12" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0000 44,000.00 535.000 42,800 PAVEMENT) 110 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 13.0000 77,220.00 0.000 0 111 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.0000 6,000.00 0.000 0 (BROKEN 36-12) 112 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 113 TRAFFIC MONITORING STATION SYSTEM LS 90,000.0000 90,000.00 0.900 81,000 PROGRAM CAS145 PAGE 6 DATE 06/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 01:18 PM ESTIMATE NO. 008 BID OPENING 07/06/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,892,624.50 12,992,484.95 ADJUSTMENT OF COMPENSATION 32,143.66 -283,979.34 EXTRA WORK 5,593.27 86,379.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,930,361.43 12,794,884.68 114 MOBILIZATION LS 1,899,000.0000 1,899,000.00 1.000 1,899,000 ORIGINAL CONTRACT AMOUNT 19,192,011.50 TOTAL WORK COMPLETED 1,930,361.43 14,693,884.68 MATERIALS ON HAND ON SITE 252,619.63 252,619.63 DEDUCTIONS 0.00 -80,000.00 TOTAL 2,182,981.06 14,866,504.31 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 09/25/23 200 10/25/23 10/25/23 09/16/24 140 22 0 0 76% 70% PROGRESS IS SATISFACTORY DIN DADAWALLA RESIDENT ENGINEER