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 05/23/22 EST. NO. 009 TIME 04:05 PM R.E. NAME: CARY CRUZ 06-0X3104 --------------------------------------------------------------------------- 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 05/23/22 EST. NO. 009 TIME 04:05 PM R.E. NAME: CARY CRUZ 06-0X3104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 005 REC'D ANN CEN-4401 10,000.00 006 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -1,000.00 003 REC'D PAYROLL EST.03 1,000.00 004 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3104 TIME 04:05 PM ESTIMATE NO. 009 BID OPENING 05/25/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 05/23/22 LOCATION PROGRESS ESTIMATE 06-FRE-145-20.2/26.1 ----------------- GRANITE CONSTRUCTION COMPANY ABOUT 8 MILES SOUTH OF KERMAN FROM 2716 GRANITE COURT; KAMM AVENUE TO MANNING AVENUE FRESNO CA 93706 FED. AID NO. N O N E PAVEMENT PRESERVATION (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 60,000.00 51.000 51,000 003 CONSTRUCTION AREA SIGNS LS 5,425.0000 5,425.00 0.010 54.25 0.970 5,262 004 TRAFFIC CONTROL SYSTEM LS 334,000.0000 334,000.00 0.970 323,980 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 280.00 0.000 0 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.970 9,700 007 TEMPORARY RAILING (TYPE K) LF 33.0000 18,480.00 500.000 16,500 008 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,000.0000 2,000.00 2.000 2,000 009 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.010 50.00 0.980 4,900 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,200.0000 1,200.00 0.750 900 011 STREET SWEEPING LS 75,000.0000 75,000.00 0.930 69,750 012 TREATED WOOD WASTE LB 1.5000 13,200.00 3,240.000 4,860 013 REMOVE CONCRETE (CY) CY 250.0000 10,250.00 43.750 10,937 014 ROADWAY EXCAVATION CY 100.0000 3,400.00 24.970 2,497 015 SHOULDER BACKING TON 45.0000 54,900.00 2,444.000 109,980 016 CRACK TREATMENT LNMI 3,794.0000 45,528.00 11.800 44,769 017 HOT MIX ASPHALT TON 76.0000 1,527,600.00 17,208.580 1,307,852 (TYPE A, STATISTICAL PAY FACTOR) 018 ASPHALTIC EMULSION TON 1,750.0000 140,000.00 120.910 211,592 (BONDED WEARING COURSE) 019 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 17,640.00 6,980.000 8,376 020 PLACE HOT MIX ASPHALT SQYD 75.0000 3,750.00 39.060 2,929 (MISCELLANEOUS AREA) 021 RUBBERIZED HOT MIX ASPHALT-GAP GRADED TON 87.2500 814,915.00 7,757.860 676,873 (BONDED WEARING COURSE) 022 TACK COAT TON 2,500.0000 75,000.00 45.020 112,550 PROGRAM CAS145 PAGE 2 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3104 TIME 04:05 PM ESTIMATE NO. 009 BID OPENING 05/25/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 7,350.00 6,980.000 3,490 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 172,800.00 138,807.600 166,569 025 JOINTED PLAIN CONCRETE PAVEMENT CY 1,500.0000 61,500.00 43.750 65,625 (RSC) 026 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 1,500.00 8.000 1,200 (.079" THICK) 027 12" ENTRANCE TAPER EA 350.0000 350.00 1.000 350 028 12" STEEL FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500 029 REMOVE OVERSIDE DRAIN EA 850.0000 5,100.00 6.000 5,100 030 REMOVE DOWNDRAIN (EA) EA 560.0000 560.00 1.000 560 031 ROCK SLOPE PROTECTION CY 350.0000 2,100.00 5.780 2,023 (60 LB, CLASS II, METHOD B) (CY) 032 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 900.00 16.000 800 033 ADJUST MONUMENT COVER TO GRADE EA 1,000.0000 8,000.00 7.000 7,000 034 REMOVE PAVEMENT MARKER EA 1.0000 24.00 0.000 0 035 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 2,420.00 930.000 1,860 036 REMOVE ROADSIDE SIGN EA 95.0000 6,745.00 69.000 6,555 037 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.6000 3,072.00 117.500 3,008 038 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 3,075.00 293.000 3,003 (0.063"-UNFRAMED) 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 484.00 44.000 484 (0.080"-UNFRAMED) 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 927.50 53.000 927 (0.063"-FRAMED) 041 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,320.00 231.580 4,168 (0.080"-FRAMED) 042 ROADSIDE SIGN - ONE POST EA 340.0000 20,740.00 61.000 20,740 043 ROADSIDE SIGN - TWO POST EA 815.0000 8,150.00 10.000 8,150 044 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 210.00 2.000 210 METHOD) 045 ALTERNATIVE CRASH CUSHION SYSTEM EA 33,900.0000 135,600.00 4.000 135,600 046 CONCRETE BARRIER LF 318.0000 50,880.00 160.000 50,880 (TYPE 60MS MODIFIED) 047 REMOVE GUARDRAIL LF 26.5000 5,565.00 210.000 5,565 048 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 4,920.00 1,118.000 3,354 (ENHANCED WET NIGHT VISIBILITY) 049 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 51.00 237.000 71 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 3 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3104 TIME 04:05 PM ESTIMATE NO. 009 BID OPENING 05/25/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 7,950.00 27,415.000 8,224 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 051 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 45,384.00 71,888.000 44,570 (ENHANCED WET NIGHT VISIBILITY) 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,155.00 207.000 310 (ENHANCED WET NIGHT VISIBILITY) 053 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,570.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 054 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,940.00 798.000 1,596 055 12" RUMBLE STRIP STA 20.0000 10,800.00 715.810 14,316 (ASPHALT CONCRETE PAVEMENT) 056 6" TRAFFIC STRIPE TAPE LF 3.0000 1,890.00 798.000 2,394 057 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 3.0000 780.00 0.000 0 058 TRAFFIC MONITORING STATION SYSTEM LS 60,030.0000 60,030.00 0.750 45,022 PROGRAM CAS145 PAGE 4 DATE 05/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0X3104 TIME 04:05 PM ESTIMATE NO. 009 BID OPENING 05/25/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CARY CRUZ DATE OF THIS ESTIMATE 05/23/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 104.25 3,594,936.99 ADJUSTMENT OF COMPENSATION 0.00 93,563.95 EXTRA WORK 0.00 5,995.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 104.25 3,694,495.94 059 MOBILIZATION LS 417,500.0000 417,500.00 1.000 417,500 ORIGINAL CONTRACT AMOUNT 4,278,910.50 TOTAL WORK COMPLETED 104.25 4,111,995.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 104.25 4,111,995.94 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 07/01/21 60 09/13/21 09/13/21 06/06/22 51 123 0 0 89% 85% PROGRESS IS SATISFACTORY CARY CRUZ RESIDENT ENGINEER