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 09/27/24 EST. NO. 012 TIME 10:59 AM 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 0063 2,200.00 E.W. @ F.A.(+) 062424 N 0130.0 0064 1,760.00 072224 N 0131.0 0065 2,556.40 072624 N 0132.0 0066 1,577.84 080224 N 0133.0 0067 506.69 080224 N 0190.0 008 0003 3,673.51 E.W. @ F.A.(+) 062124 N 0134.0 0004 350.00 080124 N 0135.0 0005 350.00 060624 N 0136.0 010 0001 13,724.00 A.C. @ L.S.(+) 082924 N 0001 011 0001 8,858.70 A.C. @ L.S.(+) 091224 N 0001 35,557.14 TOTAL THIS ESTIMATE -193,750.67 TOTAL PREVIOUS ESTIMATE -158,193.53 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 09/27/24 EST. NO. 012 TIME 10:59 AM 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 DBE NONCOMPLIANCE -6,592.00 011 MISSING CEM 2410 -110,000.00 011 DBE CONCOMPLIANCE -105,385.00 012 DBE NONCOMPLIANCE -162,484.82 012 MISSING CEM 2402 -10,000.00 012 MISSING 4401 -10,000.00 012 RECD CEM 2410SEST 5 20,000.00 012 RECD CEM 2410S EST 7 50,000.00 012 RECD CEM 2410SPARTIA 30,000.00 012 -187,869.82 -374,461.82 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 002 REC'D PAYROLL EST.02 5,000.00 004 MISSING PAYROLL -10,000.00 007 MISSING PAYROLLS -5,000.00 009 MISSING PAYROLLS -5,000.00 011 MISSING PAYROLLS -10,000.00 012 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -197,869.82 -404,461.82 PROGRAM CAS145 PAGE 1 DATE 09/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 10:59 AM ESTIMATE NO. 012 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 09/16/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 09/27/24 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 22,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 900,000.00 16.000 72,000.00 200.000 900,000 003 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 1.000 50,000 006 TRAFFIC CONTROL SYSTEM LS 680,000.0000 680,000.00 1.000 680,000 007 TRAFFIC CONTROL SUPERVISOR DAY 1,500.0000 30,000.00 -5.000 -7,500.00 52.000 78,000 008 TRAFFIC CONE EA 100.0000 1,600.00 16.000 1,600 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 220.0000 10,560.00 6.000 1,320.00 34.000 7,480 SYSTEM DAY 010 PORTABLE CAMERA SYSTEM EA 55,000.0000 55,000.00 0.240 13,200.00 1.000 55,000 011 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 1.000 75,000 013 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 1,050.0000 147,000.00 62.000 65,100 014 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 017 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 1.000 175,000 021 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 15,000.00 38.000 19,000 PROGRAM CAS145 PAGE 2 DATE 09/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 10:59 AM ESTIMATE NO. 012 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 09/16/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 09/27/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 2,500 024 WATER QUALITY ANNUAL REPORT EA 1,000.0000 1,000.00 1.000 1,000 025 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 1.000 55,000 028 ROADWAY EXCAVATION CY 75.0000 192,750.00 2,570.000 192,750 029 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 32.000 4,160.00 232.000 30,160 (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 64.000 19,200 (F) 033 BONDED FIBER MATRIX (SQFT) SQFT 1.0000 7,000.00 8,400.000 8,400.00 15,400.000 15,400 034 COMPOST (CY) CY 450.0000 19,800.00 51.000 22,950.00 95.000 42,750 035 CLASS 2 AGGREGATE BASE (CY) CY 105.0000 72,450.00 895.900 94,069 036 SAND COVER (SEAL) TON 25.0000 10,500.00 191.980 4,799 037 ASPHALT-RUBBER BINDER TON 500.0000 225,000.00 309.810 154,905 038 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 35.550 10,665 040 CRACK TREATMENT LNMI 4,400.0000 79,200.00 17.500 77,000 041 PRECOATED AGGREGATE (SEAL COAT) TON 55.0000 157,850.00 2,121.200 116,666 042 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 19,803.100 2,653,615 044 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 1.000 5,500 046 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 4,440.00 361.000 4,332 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.0000 1,080.00 90.000 1,080 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 600.00 50.000 600 049 TACK COAT TON 1,700.0000 137,700.00 70.730 120,241 PROGRAM CAS145 PAGE 3 DATE 09/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 10:59 AM ESTIMATE NO. 012 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 09/16/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 09/27/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,650,894.00 138.000 1,650,894 (F) 057 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,500.0000 825,000.00 330.000 825,000 (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 234,600.00 138.000 234,600 (F) N) 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 27,500.00 2.500 13,750 (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 SLAB (TYPE SIV) 063 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 80.0000 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 UNIT 067 JOINT SEAL (MR 1 1/2") LF 115.0000 11,385.00 99.000 11,385 068 BAR REINFORCING STEEL (BRIDGE) LB 2.5000 602,662.50 241,065.000 602,662 (F) 069 STRUCTURAL STEEL (PIPE PIN) LB 18.0000 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 40.000 6,600 073 6" WELDED STEEL PIPE CASING (BRIDGE) LF 80.0000 64,000.00 800.000 64,000 074 18" STEEL FLARED END SECTION EA 950.0000 3,800.00 2.000 1,900 075 REMOVE DOWNDRAIN (EA) EA 400.0000 1,600.00 4.000 1,600 076 REMOVE FLARED END SECTION (EA) EA 450.0000 1,800.00 4.000 1,800 PROGRAM CAS145 PAGE 4 DATE 09/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 10:59 AM ESTIMATE NO. 012 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 09/16/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 09/27/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.800 4,800 METHOD B) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 768.00 31.600 379 079 MISCELLANEOUS IRON AND STEEL LB 2.0000 1,912.00 478.000 956 (F) 080 ADJUST MONUMENT COVER TO GRADE EA 1,500.0000 36,000.00 2.000 3,000 081 REMOVE PAVEMENT MARKER EA 2.0000 4,460.00 2,102.000 4,204 082 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 26,640.00 4,212.000 25,272 083 OBJECT MARKER (TYPE P) EA 155.0000 620.00 4.000 620.00 4.000 620 084 OBJECT MARKER (TYPE R) EA 180.0000 360.00 2.000 360.00 2.000 360 085 REMOVE ROADSIDE SIGN (WOOD POST) EA 130.0000 390.00 3.000 390.00 3.000 390 086 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 250.00 1.000 250.00 1.000 250 087 RESET ROADSIDE SIGN (TWO POST) EA 360.0000 360.00 1.000 360.00 1.000 360 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 143.00 11.000 143.00 11.000 143 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 150.00 10.000 150.00 10.000 150 (0.080"-UNFRAMED) 090 ROADSIDE SIGN - ONE POST EA 750.0000 2,250.00 3.000 2,250.00 3.000 2,250 091 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 9,000.00 150.000 9,000 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 200.0000 50,000.00 140.000 28,000 093 TUBULAR BICYCLE RAILING LF 30.0000 22,590.00 753.000 22,590 (F) 094 TRANSITION RAILING (TYPE WB-31) EA 6,200.0000 12,400.00 2.000 12,400 095 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 23,000.0000 46,000.00 2.000 46,000 (TL-3) 096 ALTERNATIVE CRASH CUSHION TL-3 EA 55,000.0000 110,000.00 2.000 110,000 097 CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED) LF 520.0000 405,600.00 780.000 405,600 (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 2,975.000 20,825 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 300.00 338.000 338 (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 09/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 10:59 AM ESTIMATE NO. 012 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 09/16/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 09/27/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 112,000.00 112,395.000 112,395 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 315,000.00 250,664.000 313,330 (ENHANCED WET NIGHT VISIBILITY) 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,380.00 2,022.000 4,044 (ENHANCED WET NIGHT VISIBILITY) 106 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 10,320.00 2,350.000 9,400 (ENHANCED WET NIGHT VISIBILITY) 107 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 56,400.00 92,388.000 55,432 108 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,750.00 1,360.000 6,800 109 12" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0000 44,000.00 547.540 43,803 PAVEMENT) 110 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 13.0000 77,220.00 781.000 10,153 111 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.0000 6,000.00 390.000 1,950 (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 1.000 90,000 PROGRAM CAS145 PAGE 6 DATE 09/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0V1104 TIME 10:59 AM ESTIMATE NO. 012 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 09/16/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 09/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 119,053.00 16,912,530.54 ADJUSTMENT OF COMPENSATION 22,582.70 -281,447.35 EXTRA WORK 12,974.44 123,253.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 154,610.14 16,754,337.01 114 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 154,610.14 18,653,337.01 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -197,869.82 -404,461.82 TOTAL -43,259.68 18,248,875.19 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 09/25/23 200 10/25/23 10/25/23 09/16/24 199 22 0 0 100% 100% DIN DADAWALLA RESIDENT ENGINEER