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 01/23/23 EST. NO. 008 TIME 02:30 PM R.E. NAME: CARY CRUZ 06-0X2704 --------------------------------------------------------------------------- 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 01/23/23 EST. NO. 008 TIME 02:30 PM R.E. NAME: CARY CRUZ 06-0X2704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 008 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2704 TIME 02:30 PM ESTIMATE NO. 008 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 01/23/23 LOCATION PROGRESS ESTIMATE 06-FRE-5-37.2/48.8 ----------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY FROM 1.9 MI NORTH 2716 GRANITE COURT; OF THREE ROCKS ROAD UC TO 0.2 MI FRESNO CA 93706 SOUTH OF PANOCHE ROAD OC FED. AID NO. ACIM-055(157)E PAVEMENT PRESERVATION (MULTI-ASSET ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 975.0000 975.00 1.000 975 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.100 100.00 0.800 800 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 360,000.00 11.000 16,500.00 122.000 183,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 1.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 14,875.0000 14,875.00 0.100 1,487.50 0.800 11,900 007 TRAFFIC CONTROL SYSTEM LS 2,482,000.0000 2,482,000.00 0.020 49,640.00 0.870 2,159,340 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 35.0000 32,200.00 44.000 1,540.00 383.000 13,405 SYSTEM DAY 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,800.0000 40,800.00 0.800 32,640 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.050 500.00 0.750 7,500 011 PREPARE STORM WATER POLLUTION PREVENTION LS 650.0000 650.00 0.750 487 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 5,950.00 33.000 5,775 014 TEMPORARY FIBER ROLL LF 5.0000 20,800.00 3,805.000 19,025 015 STREET SWEEPING LS 400,000.0000 400,000.00 0.700 280,000 016 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.050 75.00 0.750 1,125 017 TREATED WOOD WASTE LB 0.7500 11,775.00 8,965.000 6,723 018 REMOVE CONCRETE (STRUCTURE) CY 350.0000 21,350.00 61.000 21,350 019 TEMPORARY HIGH-VISIBILITY FENCE LF 4.7900 226,567.00 47,963.000 229,742 020 ROADWAY EXCAVATION CY 90.0000 2,610.00 29.000 2,610 021 SHOULDER BACKING TON 48.0000 276,000.00 7,187.500 345,000 022 HYDROMULCH SQFT 0.0500 38,400.00 20,462.000 1,023 PROGRAM CAS145 PAGE 2 DATE 01/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2704 TIME 02:30 PM ESTIMATE NO. 008 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 01/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 HYDROSEED SQFT 0.0400 30,720.00 20,462.000 818 024 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 171,500.00 370.400 129,640 025 HOT MIX ASPHALT (TYPE A) TON 80.0000 6,568,000.00 79,210.560 6,336,844 026 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 5,416,600.00 44,127.930 4,677,560 027 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 028 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.4000 50,260.00 36,779.000 51,490 029 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4000 1,638.00 2,826.000 3,956 030 PLACE HOT MIX ASPHALT SQYD 95.0000 3,800.00 56.000 5,320.00 56.000 5,320 (MISCELLANEOUS AREA) 031 TACK COAT TON 1.0000 360.00 317.350 317 032 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 25,900.00 36,344.000 25,440 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0500 1,051,650.00 521,865.000 1,069,823 034 STRUCTURAL CONCRETE, BOX CULVERT CY 3,300.0000 792,000.00 232.000 765,600 (F) 035 STRUCTURAL CONCRETE, HEADWALL CY 2,335.0000 303,550.00 17.000 39,695 (F) 036 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 8,000.00 3.200 8,000 (F) 037 BAR REINFORCING STEEL (BOX CULVERT) LB 1.5000 42,450.00 28,220.000 42,330 038 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 348,000.00 1,476.690 443,007 039 24" REINFORCED CONCRETE PIPE LF 340.0000 68,000.00 200.000 68,000 040 30" REINFORCED CONCRETE PIPE LF 280.0000 109,200.00 392.000 109,760 041 36" REINFORCED CONCRETE PIPE LF 380.0000 83,600.00 208.000 79,040 042 48" REINFORCED CONCRETE PIPE LF 510.0000 96,900.00 192.000 97,920 043 24" CORRUGATED STEEL PIPE (.079" THICK) LF 530.0000 15,900.00 23.000 12,190 044 30" CORRUGATED STEEL PIPE (.079" THICK) LF 725.0000 3,625.00 0.000 0 045 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 13,200.00 0.000 0 (.079" THICK) 046 12" ENTRANCE TAPER EA 1,700.0000 13,600.00 0.000 0 047 24" STEEL FLARED END SECTION EA 850.0000 10,200.00 12.000 10,200 048 24" CONCRETE FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000 049 30" CONCRETE FLARED END SECTION EA 3,300.0000 13,200.00 3.000 9,900 PROGRAM CAS145 PAGE 3 DATE 01/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2704 TIME 02:30 PM ESTIMATE NO. 008 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 01/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 36" CONCRETE FLARED END SECTION EA 3,800.0000 7,600.00 2.000 7,600 051 48" CONCRETE FLARED END SECTION EA 4,200.0000 8,400.00 2.000 8,400 052 REMOVE ENTRANCE TAPER EA 550.0000 4,400.00 0.000 0 053 REMOVE OVERSIDE DRAIN EA 700.0000 4,200.00 6.000 4,200.00 6.000 4,200 054 REMOVE CULVERT (LF) LF 160.0000 22,400.00 140.000 22,400 055 REMOVE DOWNDRAIN (EA) EA 750.0000 6,000.00 8.000 6,000 056 REMOVE FLARED END SECTION (EA) EA 700.0000 16,800.00 24.000 16,800 057 CLEANING, INSPECTING, AND PREPARING LF 8.0000 104,800.00 10,570.300 84,562 CULVERT (LF) 058 12" CURED-IN-PLACE PIPELINER LF 400.0000 10,400.00 0.000 0 059 24" CURED-IN-PLACE PIPELINER LF 109.0000 1,155,400.00 860.500 93,794.50 1,782.400 194,281 060 30" CURED-IN-PLACE PIPELINER LF 280.0000 193,200.00 302.800 84,784.00 302.800 84,784 061 36" CURED-IN-PLACE PIPELINER LF 250.0000 100,000.00 0.000 0 062 48" CURED-IN-PLACE PIPELINER LF 395.0000 240,950.00 0.000 0 063 54" CURED-IN-PLACE PIPELINER LF 525.0000 189,000.00 0.000 0 064 60" CURED-IN-PLACE PIPELINER LF 705.0000 162,150.00 0.000 0 065 MINOR CONCRETE (CURB) (LF) LF 65.0000 3,575.00 55.000 3,575 066 REMOVE CONCRETE CURB (LF) LF 16.0000 1,088.00 80.000 1,280 067 MISCELLANEOUS IRON AND STEEL LB 9.5000 34,390.00 239.000 2,270 068 TEMPORARY SJAS FENCE LF 8.3000 149,400.00 17,243.000 143,116 069 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 22,068.00 0.000 0 070 REMOVE ROADSIDE SIGN EA 115.0000 10,235.00 11.000 1,265 071 REMOVE ROADSIDE SIGN PANEL EA 25.0000 250.00 0.000 0 072 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 14,580.00 0.000 0 073 FURNISH LAMINATED PANEL SIGN SQFT 29.5000 15,340.00 0.000 0 (2 1/2"-TYPE B) 074 FURNISH LAMINATED PANEL SIGN SQFT 29.5000 17,405.00 0.000 0 (2 1/2"-TYPE H) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,950.00 75.570 831 (0.063"-UNFRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 9,085.00 79.750 917 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 01/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2704 TIME 02:30 PM ESTIMATE NO. 008 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 01/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 494.00 0.000 0 (0.080"-FRAMED) 078 ROADSIDE SIGN - ONE POST EA 635.0000 46,990.00 11.000 6,985 079 ROADSIDE SIGN - TWO POST EA 410.0000 820.00 0.000 0 080 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,250.00 0.000 0 METHOD) 081 INSTALL ROADSIDE SIGN EA 1,665.0000 21,645.00 0.000 0 (LAMINATED WOOD BOX POST) 082 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,875.0000 17,250.00 0.000 0 083 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,275.0000 45,500.00 0.000 0 084 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 45,000.00 300.000 15,000 085 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 126,000.00 1,260.000 88,200 086 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 70.0000 63,000.00 900.000 63,000 (STEEL POST) 087 RAIL TENSIONING ASSEMBLY EA 1,000.0000 8,000.00 8.000 8,000 088 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 18,000.00 8.000 12,000 089 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 16,500.00 0.000 0 090 ALTERNATIVE CRASH CUSHION SYSTEM EA 38,200.0000 305,600.00 0.000 0 091 REMOVE GUARDRAIL LF 20.0000 15,600.00 600.000 12,000 092 REMOVE CRASH CUSHION EA 1,500.0000 12,000.00 0.000 0 093 THERMOPLASTIC PAVEMENT MARKING SQFT 7.5000 9,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 094 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 274,050.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 095 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 10,180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 096 12" RUMBLE STRIP STA 20.0000 44,800.00 2,180.570 43,611 (ASPHALT CONCRETE PAVEMENT) 097 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.2000 1,560.00 0.000 0 (BROKEN 17-7) 098 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.2000 147,600.00 0.000 0 (BROKEN 36-12) 099 MODIFYING LIGHTING SYSTEMS LS 498,322.0000 498,322.00 0.122 60,795 100 MODIFYING TRAFFIC MONITORING STATIONS LS 412,664.0000 412,664.00 0.184 75,930 101 MODIFYING CHANGEABLE MESSAGE LS 25,024.0000 25,024.00 0.000 0 SIGN SYSTEMS 102 MODIFYING CAMERA SYSTEMS LS 89,379.0000 89,379.00 0.090 8,044 PROGRAM CAS145 PAGE 5 DATE 01/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X2704 TIME 02:30 PM ESTIMATE NO. 008 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 01/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 257,941.00 18,304,526.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 257,941.00 18,304,526.15 103 MOBILIZATION LS 2,600,000.0000 2,600,000.00 1.000 2,600,000 ORIGINAL CONTRACT AMOUNT 26,608,899.00 TOTAL WORK COMPLETED 257,941.00 20,904,526.15 MATERIALS ON HAND ON SITE 214,750.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 247,941.00 21,109,276.15 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 06/09/22 240 06/27/22 06/27/22 07/13/23 122 20 0 0 77% 51% PROGRESS IS SATISFACTORY CARY CRUZ RESIDENT ENGINEER