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 10/24/21 EST. NO. 003 TIME 02:52 PM R.E. NAME: KHAMPRASEUTH, ANOURACK 06-1A8704 --------------------------------------------------------------------------- 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 10/24/21 EST. NO. 003 TIME 02:52 PM R.E. NAME: KHAMPRASEUTH, ANOURACK 06-1A8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -1,000.00 003 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1A8704 TIME 02:52 PM ESTIMATE NO. 003 BID OPENING 04/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: KHAMPRASEUTH, ANOURACK DATE OF THIS ESTIMATE 10/24/21 LOCATION PROGRESS ESTIMATE 06-MAD-49-0.1/9.1 ----------------- GRANITE CONSTRUCTION COMPANY IN MADERA COUNTY IN OAKHURST AT 2716 GRANITE COURT; VARIOUS LOCATIONS FRESNO CA 93706 FED. AID NO. N O N E SAFETY/TRAFFIC OPERATIONS/TSM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 900.0000 900.00 0.750 675 002 TIME-RELATED OVERHEAD (WDAY) WDAY 800.0000 80,000.00 17.000 13,600.00 56.000 44,800 003 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.085 1,360.00 0.780 12,480 004 TRAFFIC CONTROL SYSTEM LS 371,500.0000 371,500.00 0.170 63,155.00 0.560 208,040 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.170 1,700.00 0.560 5,600 006 JOB SITE MANAGEMENT LS 3,500.0000 3,500.00 0.170 595.00 0.560 1,960 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 700.0000 700.00 0.068 47.60 0.724 506 008 TEMPORARY FIBER ROLL LF 10.0000 1,000.00 0.000 0 009 STREET SWEEPING LS 24,000.0000 24,000.00 0.170 4,080.00 0.560 13,440 010 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.170 170.00 0.560 560 011 HOT MIX ASPHALT (TYPE A) TON 250.0000 80,000.00 32.670 8,167.50 238.120 59,530 012 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 50.0000 2,500.00 50.000 2,500 013 TACK COAT TON 550.0000 220.00 0.400 220 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 43.6100 7,413.70 0.000 0 015 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 12,000.00 0.280 700.00 0.770 1,925 (F) 016 MINOR CONCRETE (BACKFILL) CY 220.0000 37,400.00 42.260 9,297.20 201.570 44,345 017 BAR REINFORCING STEEL (EPOXY COATED) LB 7.0000 1,330.00 386.000 2,702.00 386.000 2,702 018 24" CORRUGATED STEEL PIPE (.138" THICK) LF 245.0000 453,250.00 181.000 44,345.00 1,911.000 468,195 019 36" CORRUGATED STEEL PIPE RISER LF 1,200.0000 14,400.00 8.000 9,600 (.138" THICK) 020 24" STEEL FLARED END SECTION EA 225.0000 675.00 3.000 675 021 36" PRECAST CONCRETE PIPE INLET LF 500.0000 12,000.00 9.500 4,750.00 26.600 13,300 022 36" PRECAST CONCRETE PIPE MANHOLE LF 1,300.0000 9,100.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1A8704 TIME 02:52 PM ESTIMATE NO. 003 BID OPENING 04/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: KHAMPRASEUTH, ANOURACK DATE OF THIS ESTIMATE 10/24/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 INLET DEPRESSION EA 2,500.0000 2,500.00 1.000 2,500 024 REMOVE CULVERT (LF) LF 60.0000 106,800.00 180.000 10,800.00 1,896.000 113,760 025 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,100.0000 12,100.00 4.000 4,400.00 11.000 12,100 026 CLEANING, INSPECTING, AND PREPARING CY 38.0000 24,700.00 599.780 22,791.64 599.780 22,791 CULVERT (CY) 027 CONCRETE INVERT PAVING CY 3,500.0000 143,500.00 33.710 117,985.00 33.710 117,985 028 CULVERT SLURRY-CEMENT BACKFILL CY 300.0000 138,000.00 32.170 9,651.00 386.530 115,959 029 8" CURED-IN-PLACE PIPELINER LF 125.0000 13,750.00 0.000 0 030 12" CURED-IN-PLACE PIPELINER LF 135.0000 10,800.00 0.000 0 031 18" CURED-IN-PLACE PIPELINER LF 140.0000 60,200.00 0.000 0 032 24" CURED-IN-PLACE PIPELINER LF 265.0000 23,850.00 0.000 0 033 48" CURED-IN-PLACE PIPELINER LF 625.0000 43,750.00 0.000 0 034 ROCK SLOPE PROTECTION CY 425.0000 17,850.00 29.770 12,652 (150 LB, CLASS III, METHOD B) (CY) 035 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 37.0000 2,257.00 92.420 3,419 036 MANHOLE FRAME AND COVER EA 900.0000 900.00 0.000 0 037 INLET GRATE (TYPE 36R) EA 350.0000 3,850.00 0.000 0 038 PAVEMENT MARKER EA 180.0000 3,420.00 0.000 0 (RETROREFLECTIVE-RECESSED) 039 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 10.0000 5,400.00 0.000 0 040 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 10.0000 100.00 0.000 0 (BROKEN 36-12) 041 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.210 105 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 10/24/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1A8704 TIME 02:52 PM ESTIMATE NO. 003 BID OPENING 04/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: KHAMPRASEUTH, ANOURACK DATE OF THIS ESTIMATE 10/24/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 320,296.94 1,292,326.63 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 10,568.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,296.94 1,302,895.19 042 MOBILIZATION LS 190,000.0000 190,000.00 1.000 190,000 ORIGINAL CONTRACT AMOUNT 1,943,115.70 TOTAL WORK COMPLETED 320,296.94 1,492,895.19 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 319,296.94 1,491,895.19 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 05/27/21 100 00/00/00 06/11/21 12/20/21 59 31 0 0 73% 59% PROGRESS IS SATISFACTORY *** SUSPENDED ON 06/14/21. KHAMPRASEUTH, ANOURACK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/21