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 07/19/24 EST. NO. 002 TIME 12:01 PM R.E. NAME: DIN DADAWALLA 06-0X2804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/19/24 EST. NO. 002 TIME 12:01 PM R.E. NAME: DIN DADAWALLA 06-0X2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 12:01 PM ESTIMATE NO. 002 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 07/19/24 LOCATION PROGRESS ESTIMATE 06-FRE-5-60.1/66.2 ----------------- GRANITE CONSTRUCTION COMPANY FRESNO COUNTY ABOUT 21 MILES WEST OF 2716 GRANITE COURT MENDOTA FROM SHIELDS AVENUE OVERCROSSING FRESNO CA 93706 TO MERCED COUNTY LINE FED. AID NO. ACIM-005 (5 )159 COLD PLANE EXISTING PAVEMENT AND RESURFACE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 POSITIVE LOCATION EXISTING SUBSURFACE EA 790.0000 9,480.00 0.000 0 INFRASTRUCTURE 002 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 003 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 500.0000 500.00 0.250 125 004 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 150,000.00 7.000 10,500.00 24.000 36,000 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 24,000.00 0.000 0 006 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 41,575.0000 41,575.00 0.386 16,047 008 TRAFFIC CONTROL SYSTEM LS 938,000.0000 938,000.00 0.070 65,660.00 0.240 225,120 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 192.0000 15,360.00 7.000 1,344.00 24.000 4,608 010 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,700.00 0.000 0 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 35.0000 4,200.00 14.000 490.00 48.000 1,680 SYSTEM DAY 012 PORTABLE FLASHING BEACONS (EA) EA 585.0000 3,510.00 0.000 0 013 TEMPORARY BARRIER SYSTEM LF 29.0000 86,420.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.070 2,800.00 0.240 9,600 015 END OF QUEUE MONITORING AND WARNING WITH EA 1,295.0000 103,600.00 7.000 9,065.00 24.000 31,080 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 016 TEMPORARY CRASH CUSHION MODULE EA 110.0000 6,160.00 0.000 0 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,500.0000 3,000.00 0.000 0 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 700.0000 2,800.00 0.000 0 SYSTEM 019 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.070 840.00 0.240 2,880 020 PREPARE WATER POLLUTION CONTROL PROGRAM LS 550.0000 550.00 0.750 412 021 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.3500 13,378.50 0.000 0 MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 12:01 PM ESTIMATE NO. 002 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 5,775.00 3.000 525.00 34.000 5,950 023 TEMPORARY FIBER ROLL LF 4.4500 22,695.00 -110.000 -489.50 170.000 756 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 12,500.00 0.000 0 025 STREET SWEEPING LS 171,000.0000 171,000.00 0.070 11,970.00 0.240 41,040 026 TEMPORARY CONCRETE WASHOUT LS 750.0000 750.00 0.000 0 027 TREATED WOOD WASTE LB 0.6000 12,480.00 0.000 0 028 ROADWAY EXCAVATION CY 31.0000 40,300.00 376.580 11,673 029 SHOULDER BACKING TON 90.0000 204,300.00 0.000 0 030 HYDROMULCH SQFT 0.0500 5,350.00 0.000 0 031 HYDROSEED SQFT 0.1300 13,910.00 0.000 0 032 COMPOST (CY) CY 60.0000 38,400.00 0.000 0 033 CLASS 2 AGGREGATE BASE (CY) CY 152.0000 16,720.00 0.000 0 034 HOT MIX ASPHALT (TYPE A) TON 102.0000 4,998,000.00 18,737.870 1,911,262.74 45,129.880 4,603,247 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 113.0000 2,101,800.00 0.000 0 036 DATA CORE LS 5,000.0000 5,000.00 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 665.00 0.000 0 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 16,205.00 0.000 0 039 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 115.0000 10,810.00 0.000 0 AREA) 040 TACK COAT TON 1.0000 180.00 33.850 33.85 101.710 101 041 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 8,667.00 5,539.000 4,985.10 5,539.000 4,985 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 436,500.00 130,512.100 195,768.15 274,245.430 411,368 043 REMOVE CONCRETE PAVEMENT (CY) CY 500.0000 85,000.00 401.390 200,695 044 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 82.0000 28,700.00 0.000 0 (.064" THICK) 045 8" ENTRANCE TAPER EA 850.0000 10,200.00 0.000 0 046 8" DOWNDRAIN SLIP JOINT EA 375.0000 1,500.00 0.000 0 047 8" ANCHOR ASSEMBLY EA 350.0000 9,800.00 0.000 0 048 REMOVE ENTRANCE TAPER EA 190.0000 2,280.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 12:01 PM ESTIMATE NO. 002 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE OVERSIDE DRAIN EA 190.0000 1,520.00 0.000 0 050 REMOVE DOWNDRAIN (EA) EA 685.0000 8,220.00 0.000 0 051 REMOVE AND REPLACE MONUMENT EA 1,400.0000 18,200.00 0.000 0 052 REMOVE PAVEMENT MARKER EA 1.0000 2,670.00 0.000 0 053 DELINEATOR (CLASS 1) EA 55.0000 8,250.00 0.000 0 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,745.00 0.000 0 055 OBJECT MARKER (TYPE L) EA 80.0000 320.00 0.000 0 056 REMOVE MARKER EA 25.0000 75.00 0.000 0 057 REMOVE ROADSIDE SIGN EA 65.0000 4,810.00 0.000 0 058 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 15.0000 120.00 0.000 0 BRACKET METHOD) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 4,532.50 0.000 0 (0.063"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 8,970.00 0.000 0 (0.080"-UNFRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.2500 680.00 0.000 0 (0.063"-FRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 22,220.00 0.000 0 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 485.0000 27,645.00 0.000 0 064 ROADSIDE SIGN - TWO POST EA 965.0000 16,405.00 0.000 0 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 95.0000 760.00 0.000 0 METHOD) 066 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 35,600.00 0.000 0 067 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 162,400.00 0.000 0 068 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 50.0000 41,500.00 0.000 0 POST) 069 TRANSITION RAILING (TYPE WB-31) EA 5,200.0000 31,200.00 0.000 0 070 RAIL TENSIONING ASSEMBLY EA 1,000.0000 8,000.00 0.000 0 071 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,200.0000 8,400.00 0.000 0 072 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,800.0000 24,000.00 0.000 0 073 ALTERNATIVE CRASH CUSHION TL-3 EA 38,500.0000 308,000.00 0.000 0 074 CONCRETE BARRIER (TYPE 60SD) LF 1,476.0000 144,648.00 0.000 0 075 CONCRETE BARRIER TRANSITION LF 2,240.0000 47,040.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 12:01 PM ESTIMATE NO. 002 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE GUARDRAIL LF 20.0000 35,200.00 0.000 0 077 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 5,520.00 0.000 0 WET NIGHT VISIBILITY) 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 325.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 079 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 41,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 140,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 081 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,395.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 082 12" RUMBLE STRIP (ASPHALT CONCRETE STA 23.0000 29,670.00 0.000 0 PAVEMENT) 083 TRAFFIC MONITORING STATION SYSTEM LS 213,000.0000 213,000.00 0.000 0 084 CAMERA SYSTEMS LS 104,000.0000 104,000.00 0.000 0 085 MODIFYING LIGHTING SYSTEMS LS 295,000.0000 295,000.00 0.195 57,525.00 0.195 57,525 086 MODIFYING TRAFFIC MONITORING STATIONS LS 73,000.0000 73,000.00 0.000 0 087 MODIFYING CHANGEABLE MESSAGE SIGN LS 170,000.0000 170,000.00 0.000 0 SYSTEMS 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 900.0000 900.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 790.0000 9,480.00 0.000 0 INFRASTRUCTURE PROGRAM CAS145 PAGE 5 DATE 07/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2804 TIME 12:01 PM ESTIMATE NO. 002 BID OPENING 08/02/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: DIN DADAWALLA DATE OF THIS ESTIMATE 07/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,272,279.34 5,666,296.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,272,279.34 5,666,296.65 092 MOBILIZATION LS 1,300,000.0000 1,300,000.00 0.950 1,235,000 ORIGINAL CONTRACT AMOUNT 13,091,141.00 TOTAL WORK COMPLETED 2,272,279.34 6,901,296.65 MATERIALS ON HAND ON SITE 178,350.00 178,350.00 DEDUCTIONS 0.00 0.00 TOTAL 2,450,629.34 7,079,646.65 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 09/14/23 100 12/19/23 12/19/23 11/06/24 24 122 0 0 52% 24% PROGRESS IS SATISFACTORY DIN DADAWALLA RESIDENT ENGINEER