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 08/22/19 EST. NO. 006 TIME 08:26 AM R.E. NAME: IAN NGUYEN 05-1C6504 --------------------------------------------------------------------------- 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 08/22/19 EST. NO. 006 TIME 08:26 AM R.E. NAME: IAN NGUYEN 05-1C6504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 005 RECD PAYROLLS 5,000.00 006 5,000.00 0.00 TOTAL DEDUCTIONS 5,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6504 TIME 08:26 AM ESTIMATE NO. 006 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 08/22/19 LOCATION PROGRESS ESTIMATE 05-SCR-9-22.1/23.8 ----------------- GRANITE CONSTRUCTION COMPANY IN SANTA CRUZ COUNTY ABOUT 6.2 580 W BEACH STREET MILES NORTH OF BOULDER CREEK FROM WATSONVILLE CA 95076 5.0 MILES TO 3.3 MILES SOUTH OF ROUTE 35 FED. AID NO. SSTG-S009(25)E GUARDRAIL, SHOULDER PAVING, RUMBLE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,500.0000 8,500.00 1.000 8,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,500.0000 8,500.00 0.250 2,125.00 0.750 6,375 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 180,000.00 20.000 30,000.00 96.000 144,000 004 CONSTRUCTION AREA SIGNS LS 8,490.0000 8,490.00 0.060 509.40 0.845 7,174 005 TRAFFIC CONTROL SYSTEM LS 420,000.0000 420,000.00 0.170 71,400.00 0.803 337,260 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.8000 8,928.00 1,803.000 3,245 007 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 2,240.00 14.000 1,120 008 TEMPORARY PAVEMENT MARKER EA 6.4100 705.10 44.000 282 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,800.0000 10,800.00 0.120 1,296.00 0.803 8,672 010 TEMPORARY RAILING (TYPE K) LF 41.0000 31,160.00 340.000 13,940 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,800.0000 7,200.00 2.000 3,600 SYSTEM 012 TEMPORARY TRAFFIC SCREEN LF 2.0000 1,520.00 0.000 0 013 JOB SITE MANAGEMENT LS 4,687.2500 4,687.25 0.120 562.47 0.803 3,763 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.900 1,485 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 25,500.00 4.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 4,400.00 2.000 400 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT EA 750.0000 1,500.00 1.000 750 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.8600 7,076.08 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,800.00 6.000 1,800 021 TEMPORARY FIBER ROLL LF 2.9400 2,646.00 700.000 2,058 022 TEMPORARY LARGE SEDIMENT BARRIER LF 11.9000 10,710.00 763.000 9,079 PROGRAM CAS145 PAGE 2 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6504 TIME 08:26 AM ESTIMATE NO. 006 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 74,500.0000 74,500.00 0.120 8,940.00 0.803 59,823 024 TEMPORARY CONCRETE WASHOUT LS 1,137.8500 1,137.85 1.000 1,137.85 1.000 1,137 025 TREATED WOOD WASTE LB 0.2500 2,925.00 0.000 0 026 TEMPORARY HIGH-VISIBILITY FENCE LF 2.8000 2,520.00 880.000 2,464 027 CLEARING AND GRUBBING (LS) LS 63,500.0000 63,500.00 1.000 63,500 028 ROADWAY EXCAVATION CY 110.0000 193,600.00 40.430 4,447.30 2,796.520 307,617 029 HYDROSEED SQFT 0.1400 3,850.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 219,600.00 1,832.170 219,860 031 PREPAVING INERTIAL PROFILER LS 9,600.0000 9,600.00 1.000 9,600.00 1.000 9,600 032 HOT MIX ASPHALT (TYPE A) TON 175.0000 714,000.00 667.330 116,782.75 4,250.360 743,813 033 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 180.0000 376,200.00 2,540.430 457,277.40 2,540.430 457,277 (OPEN GRADED FRICTION COURSE) 034 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.9000 10,735.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.9000 66.50 0.000 0 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.9000 1,007.00 0.000 0 037 PLACE HOT MIX ASPHALT SQYD 52.6100 41,035.80 774.400 40,741.18 774.400 40,741 (MISCELLANEOUS AREA) 038 TACK COAT TON 1,261.1100 11,349.99 9.350 11,791.38 14.350 18,096 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 69,000.00 22,995.000 68,985 040 STRUCTURAL CONCRETE, BARRIER SLAB CY 610.3300 167,230.42 104.500 63,779 (F) 041 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,514.3600 209,949.06 83.530 210,024 (F) 042 18" ALTERNATIVE PIPE CULVERT LF 62.0000 171,120.00 2,753.000 170,686 043 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 2,600.00 10.380 2,595 (F) 044 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 140.0000 11,200.00 53.000 7,420 045 12" ENTRANCE TAPER EA 350.0000 1,050.00 3.000 1,050 046 12" DOWNDRAIN SLIP JOINT EA 602.0000 4,816.00 5.000 3,010 047 8" ANCHOR ASSEMBLY EA 1,300.0000 3,900.00 0.000 0 048 12" ANCHOR ASSEMBLY EA 1,300.0000 19,500.00 7.000 9,100 049 REMOVE CULVERT (LF) LF 250.0000 11,750.00 47.000 11,750 PROGRAM CAS145 PAGE 3 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6504 TIME 08:26 AM ESTIMATE NO. 006 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DOWNDRAIN (EA) EA 750.0000 6,000.00 7.000 5,250 051 REMOVE INLET EA 550.0000 6,050.00 11.000 6,050 052 CULVERT SLURRY-CEMENT BACKFILL CY 110.0000 56,100.00 498.480 54,832 053 ROCK SLOPE PROTECTION TON 420.0000 2,940.00 6.680 2,805 (FACING, METHOD B) (TON) 054 ROCK SLOPE PROTECTION (NO. 2, METHOD B) TON 250.0000 20,250.00 80.160 20,040 (TON) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 640.00 156.000 624 056 MINOR CONCRETE (MISCELLANEOUS CY 2,500.0000 40,000.00 0.000 0 CONSTRUCTION) 057 MISCELLANEOUS IRON AND STEEL LB 3.0000 46,233.00 15,411.000 46,233 (F) 058 STAIN GALVANIZED SURFACES (LS) LS 12,500.0000 12,500.00 0.000 0 059 REMOVE PAVEMENT MARKER EA 2.5600 1,996.80 712.000 1,822 060 DELINEATOR (CLASS 1) EA 40.0000 15,600.00 0.000 0 061 GUARD RAILING DELINEATOR EA 20.0000 580.00 0.000 0 062 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.6900 5,998.20 0.000 0 063 REMOVE ROADSIDE SIGN EA 50.0000 1,200.00 0.000 0 064 RESET ROADSIDE SIGN EA 200.0000 200.00 0.000 0 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.9000 1,683.00 0.000 0 (0.063"-UNFRAMED) 066 RETROREFLECTIVE SHEETING TYPE XI SQFT 5.0000 800.00 0.000 0 067 ROADSIDE SIGN - ONE POST EA 250.0000 6,000.00 0.000 0 068 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 10,150.00 0.000 0 069 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 14,000.00 0.000 0 070 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 21,000.00 0.000 0 071 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 249.0800 84,687.20 0.000 0 (F) 072 REMOVE GUARDRAIL LF 5.0000 2,950.00 125.000 625 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 74,210.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 074 REMOVE PAINTED TRAFFIC STRIPE LF 1.6000 7,936.00 4,960.000 7,936 075 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5600 5,324.80 2,075.000 5,312 076 12" RUMBLE STRIP STA 262.5300 23,890.23 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 4 DATE 08/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6504 TIME 08:26 AM ESTIMATE NO. 006 BID OPENING 11/01/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: IAN NGUYEN DATE OF THIS ESTIMATE 08/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 756,610.73 3,181,368.01 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 33,353.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 756,610.73 3,214,721.01 077 MOBILIZATION LS 123,439.0000 123,439.00 1.000 123,439 ORIGINAL CONTRACT AMOUNT 3,742,113.28 TOTAL WORK COMPLETED 756,610.73 3,338,160.01 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 0.00 TOTAL 761,610.73 3,338,160.01 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 12/19/18 120 02/25/19 00/00/00 10/20/19 99 0 0 0 82% 83% PROGRESS IS SATISFACTORY IAN NGUYEN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/19