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 06/25/24 EST. NO. 019 TIME 04:21 PM R.E. NAME: DIN DADAWALLA 06-0S8304 --------------------------------------------------------------------------- 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 0011 28,517.76 E.W. @ F.A.(+) 080323 N 0057.0 008 0002 87,784.16 E.W. @ U.P (+) 050624 N 8-2 0 116,301.92 TOTAL THIS ESTIMATE 507,110.22 TOTAL PREVIOUS ESTIMATE 623,412.14 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 06/25/24 EST. NO. 019 TIME 04:21 PM R.E. NAME: DIN DADAWALLA 06-0S8304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 006 REC'C ANN CEM-4401 10,000.00 007 MISSING CEM-2406 -10,000.00 017 REC'D CEM-2406 EST17 10,000.00 018 DBE NONCOMPLIANCE -42,728.75 019 MISSING CEM 4401 -10,000.00 019 MISSING CEM 2402F -10,000.00 019 -62,728.75 -62,728.75 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -3,000.00 012 REC'D PAYROLL EST.12 3,000.00 014 MISSING PAYROLLS -10,000.00 019 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -72,728.75 -72,728.75 PROGRAM CAS145 PAGE 1 DATE 06/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 04:21 PM ESTIMATE NO. 019 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/25/24 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 06-FRE-5-44.4/45.4 ---------------------------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY FROM 1.2 MI NORTH 2716 GRANITE COURT; OF HUDSON AVE. OVERCROSSING TO 0.4 FRESNO CA 93706 MI SOUTH OF MANNING AVE. OVERCROSSING FED. AID NO. ACIM- 005-5(155)E BRIDGE REPLACEMENT AT TUMEY GULCH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 150,000.00 6.000 3,000.00 300.000 150,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 4.500 27,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 10.500 2,100 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 21,000.0000 21,000.00 1.000 21,000 007 TRAFFIC CONTROL SYSTEM LS 403,500.0000 403,500.00 1.000 403,500 008 TRAFFIC CONTROL SUPERVISOR DAY 250.0000 30,000.00 109.000 27,250 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 400.0000 20,000.00 23.000 9,200 010 TYPE III BARRICADE EA 100.0000 600.00 6.000 600 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 138,600.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 12,000.00 134.000 8,040 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 35.0000 4,200.00 93.000 3,255 SYSTEM DAY 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 1.000 40,000 015 TEMPORARY RAILING (TYPE K) LF 10.0000 151,000.00 34,420.000 344,200 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,000.0000 4,000.00 8.000 8,000 017 TEMPORARY CRASH CUSHION MODULE EA 450.0000 25,200.00 56.000 25,200 018 TEMPORARY RADAR SPEED FEEDBACK EA 8,400.0000 33,600.00 4.000 33,600 SIGN SYSTEM 019 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 020 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 1.000 1,500 PLAN 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 022 TEMPORARY EROSION CONTROL BLANKET SQYD 19.0000 3,420.00 180.000 3,420 PROGRAM CAS145 PAGE 2 DATE 06/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 04:21 PM ESTIMATE NO. 019 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 780.0000 4,680.00 1.000 780 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.9100 48,594.00 0.000 0 (BONDED FIBER MATRIX) 025 TEMPORARY SOIL BINDER SQYD 0.2100 11,214.00 0.000 0 026 TEMPORARY IMPERMEABLE PLASTIC SHEETING SQYD 15.0000 1,500.00 100.000 1,500 027 TEMPORARY GRAVEL-FILLED BAG EA 14.0000 16,800.00 1,200.000 16,800 028 TEMPORARY CHECK DAM LF 13.5000 675.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 167.0000 1,837.00 4.000 668 030 TEMPORARY FIBER ROLL LF 4.5000 18,270.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 16,000.00 6.000 12,000 032 STREET SWEEPING LS 175,000.0000 175,000.00 1.000 175,000 033 TEMPORARY CONCRETE WASHOUT LS 17,000.0000 17,000.00 1.000 17,000 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 600.0000 7,200.00 9.000 5,400 035 WATER QUALITY MONITORING REPORT EA 250.0000 750.00 1.000 250 036 WATER QUALITY ANNUAL REPORT EA 250.0000 750.00 1.000 250 037 TEMPORARY FILTER FABRIC SQYD 6.0000 4,440.00 740.000 4,440 038 TEMPORARY FENCE LF 14.0000 82,460.00 6,428.000 89,992 (WILDLIFE EXCLUSION GKR) 039 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 040 WORK AREA MONITORING (BRIDGE) LS 5,500.0000 5,500.00 1.000 5,500 041 TREATED WOOD WASTE LB 0.5000 2,090.00 4,540.000 2,270 042 INVASIVE SPECIES CONTROL LS 3,000.0000 3,000.00 1.000 3,000 043 BIRD EXCLUSION DEVICES LS 25,000.0000 25,000.00 1.000 25,000 044 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 045 ROADWAY EXCAVATION CY 23.0000 374,900.00 16,300.000 374,900 046 SHOULDER BACKING TON 50.0000 19,500.00 550.000 27,500 047 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 63,600.00 1,060.000 63,600 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 140.0000 64,400.00 460.000 64,400 (F) 049 IMPORTED BORROW (CY) CY 30.0000 318,000.00 11,182.000 335,460 PROGRAM CAS145 PAGE 3 DATE 06/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 04:21 PM ESTIMATE NO. 019 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,145.0000 3,435.00 2.000 2,290 051 DRILL SEED (ACRE) ACRE 2,122.0000 72,148.00 15.510 32,912 052 HYDROMULCH SQFT 0.0500 74,000.00 691,712.000 34,585 053 FIBER ROLLS LF 4.4200 71,162.00 14,952.000 66,087 054 STRAW SQFT 0.0400 58,000.00 691,712.000 27,668 055 HYDROSEED SQFT 0.2100 6,615.00 35,395.000 7,432 056 COMPOST (CY) CY 56.9000 260,033.00 3,792.320 215,783 057 INCORPORATE MATERIALS SQFT 0.0200 29,000.00 691,712.000 13,834 058 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 772,200.00 19,800.000 772,200 059 HOT MIX ASPHALT (TYPE A) TON 96.0000 2,035,200.00 22,356.310 2,146,205 060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 646,800.00 5,355.450 642,654 061 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000 062 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 25.0000 2,500.00 136.000 3,400 063 PLACE HOT MIX ASPHALT SQYD 50.0000 2,400.00 48.000 2,400 (MISCELLANEOUS AREA) 064 TACK COAT TON 2,400.0000 50,400.00 40.100 96,240 065 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 11.5000 116,150.00 10,810.000 124,315 066 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 600.00 136.000 816 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 92,990.00 56,706.800 96,401 068 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 140.0000 472,080.00 3,372.000 472,080 069 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,100.0000 235,400.00 214.000 235,400 (F) 070 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 442,750.00 253.000 442,750 (F) 071 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 419,400.00 233.000 419,400 (F) (POLYMER FIBER) 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,600.0000 377,600.00 236.000 377,600 (F) (TYPE N) 073 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,400.0000 33,600.00 14.000 33,600 (F) 074 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,600.0000 396,000.00 10.000 396,000 WIDE-FLANGE GIRDER (90'-100') 075 ERECT PRECAST PRESTRESSED CONCRETE EA 11,800.0000 118,000.00 10.000 118,000 GIRDER 076 JOINT SEAL (MR 1") LF 112.0000 19,264.00 172.000 19,264 PROGRAM CAS145 PAGE 4 DATE 06/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 04:21 PM ESTIMATE NO. 019 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (BRIDGE) LB 1.6500 317,097.00 192,179.990 317,096 (F) 078 HEADED BAR REINFORCEMENT EA 48.0000 3,072.00 64.000 3,072 (F) 079 BRIDGE REMOVAL LS 92,000.0000 92,000.00 1.000 92,000 080 24" TEMPORARY CULVERT LF 240.0000 28,800.00 121.000 29,040 081 36" TEMPORARY CULVERT LF 120.0000 37,200.00 320.000 38,400 082 24" CORRUGATED STEEL PIPE (.079" THICK) LF 340.0000 25,160.00 119.000 40,460 083 24" STEEL FLARED END SECTION EA 900.0000 3,600.00 6.000 5,400 084 24" TEMPORARY STEEL FLARED END SECTION EA 900.0000 900.00 1.000 900 085 INLET DEPRESSION EA 2,400.0000 12,000.00 5.000 12,000 086 REMOVE CULVERT (LF) LF 475.0000 8,550.00 36.000 17,100 087 REMOVE INLET EA 1,200.0000 7,200.00 8.000 9,600 088 REMOVE FLARED END SECTION (EA) EA 700.0000 2,800.00 4.000 2,800 089 TEMPORARY ROCK SLOPE PROTECTION CY 190.0000 11,780.00 62.000 11,780 (60 LB, CLASS II, METHOD B) (CY) 090 TEMPORARY ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 1,100.00 110.000 1,100 (CLASS 8) 091 MISCELLANEOUS IRON AND STEEL LB 1.1000 2,673.00 2,430.000 2,673 (F) 092 TEMPORARY STEEL PLATE COVER LB 5.0000 3,265.00 653.000 3,265 (F) 093 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 18.5000 10,545.00 551.500 10,202 094 REMOVE FENCE LF 7.5000 4,350.00 580.000 4,350 095 REMOVE PAVEMENT MARKER EA 2.0000 1,080.00 595.000 1,190 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 7,750.00 1,495.000 7,475 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 175.0000 1,225.00 5.000 875 098 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 7,290.00 270.000 7,290 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 135.00 12.000 135 (0.063"-UNFRAMED) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 235.00 20.000 235 (0.080"-UNFRAMED) 101 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 5.000 1,375 102 INSTALL ROADSIDE SIGN EA 7,250.0000 14,500.00 2.000 14,500 (LAMINATED WOOD BOX POST) 103 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 39,000.00 775.000 38,750 PROGRAM CAS145 PAGE 5 DATE 06/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 04:21 PM ESTIMATE NO. 019 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 70,000.00 1,165.000 81,550 105 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 70.0000 23,100.00 325.000 22,750 (STEEL POST) 106 TRANSITION RAILING (TYPE WB-31) EA 5,800.0000 34,800.00 6.000 34,800 107 RAIL TENSIONING ASSEMBLY EA 900.0000 1,800.00 2.000 1,800 108 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 10,000.0000 20,000.00 2.000 20,000 109 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 22,000.00 4.000 22,000 110 CONCRETE BARRIER (TYPE 836) LF 210.0000 134,400.00 640.000 134,400 (F) 111 REMOVE GUARDRAIL LF 18.0000 21,600.00 1,200.000 21,600 112 SALVAGE METAL BRIDGE RAILING LF 27.5000 11,000.00 400.000 11,000 113 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 7,500.00 13,050.000 7,830 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 24,900.00 26,040.000 26,040 (ENHANCED WET NIGHT VISIBILITY) 115 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 16,860.00 42,252.000 25,351 116 12" RUMBLE STRIP STA 32.2000 7,084.00 232.500 7,486 (ASPHALT CONCRETE PAVEMENT) 117 CONTRAST STRIPE PAINT (1-COAT) LF 5.0000 1,600.00 0.000 0 118 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 12.0000 3,840.00 300.000 3,600 119 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.0000 5,760.00 300.000 5,400 (WARRANTY) 120 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 3,200.00 300.000 3,000 (WARRANTY) (BROKEN 36-12) 121 2" CONDUIT (BRIDGE) LF 80.0000 25,600.00 320.000 25,600 PROGRAM CAS145 PAGE 6 DATE 06/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S8304 TIME 04:21 PM ESTIMATE NO. 019 BID OPENING 04/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 06/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,000.00 10,363,368.09 ADJUSTMENT OF COMPENSATION 0.00 880.38 EXTRA WORK 116,301.92 622,531.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 119,301.92 10,986,780.23 122 MOBILIZATION LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 ORIGINAL CONTRACT AMOUNT 11,462,433.00 TOTAL WORK COMPLETED 119,301.92 12,086,780.23 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -72,728.75 -72,728.75 TOTAL 46,573.17 12,014,051.48 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 06/16/22 300 07/27/22 07/27/22 05/10/24 300 144 0 0 100% 100% DIN DADAWALLA RESIDENT ENGINEER