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 07/22/20 EST. NO. 015 TIME 05:30 PM R.E. NAME: ARROYO, HECTOR 07-312204 --------------------------------------------------------------------------- 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 07/22/20 EST. NO. 015 TIME 05:30 PM R.E. NAME: ARROYO, HECTOR 07-312204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312204 TIME 05:30 PM ESTIMATE NO. 015 BID OPENING 12/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/22/20 LOCATION PROGRESS ESTIMATE 07-VEN-126-1.0/R8.2 ----------------- GRANITE CONSTRUCTION COMPANY IN VENTURA COUNTY ON VEN 126 FROM 213 E. COLUMBIA WAY 0.5 MILE WEST OF VICTORIA AVE. TO LANCASTER CA 93535 3.2 MILES EAST OF JCT 118 FED. AID NO. ACNH-P126(57)E INSTALLATON OF 21 BMP DEVICES ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 1.000 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,151.0000 230,200.00 194.000 223,294 004 DEVELOP WATER SUPPLY LS 1,500.0000 1,500.00 1.000 1,500 005 CONSTRUCTION AREA SIGNS LS 8,965.0000 8,965.00 1.000 8,965 006 TRAFFIC CONTROL SYSTEM LS 146,933.8800 146,933.88 0.950 139,587 007 CHANNELIZER (SURFACE MOUNTED) EA 93.0000 17,670.00 170.000 15,810 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,300.0000 17,300.00 0.000 0 009 TEMPORARY RAILING (TYPE K) LF 17.0000 163,200.00 9,600.000 163,200 010 TEMPORARY CRASH CUSHION MODULE EA 187.0000 57,970.00 305.000 57,035 011 JOB SITE MANAGEMENT LS 57,120.0000 57,120.00 1.000 57,120 012 PREPARE STORM WATER POLLUTION PREVENTION LS 750.0000 750.00 1.000 750 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 39,000.00 6.000 3,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 90.0000 3,510.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 016 TEMPORARY COVER SQYD 2.0000 12,580.00 0.000 0 017 TEMPORARY CHECK DAM LF 13.0000 1,950.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,000.00 0.000 0 019 TEMPORARY FIBER ROLL LF 4.5000 26,685.00 210.000 945 020 TEMPORARY GRAVEL BAG BERM LF 11.0000 1,100.00 20.000 220 021 TEMPORARY SILT FENCE LF 3.0000 2,700.00 185.000 555 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,513.0000 10,539.00 1.000 3,513 PROGRAM CAS145 PAGE 2 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312204 TIME 05:30 PM ESTIMATE NO. 015 BID OPENING 12/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 9,900.0000 9,900.00 1.000 9,900 024 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 025 REMOVE CONCRETE (LF) LF 14.0000 1,400.00 100.000 1,400 026 TEMPORARY HIGH-VISIBILITY FENCE LF 3.9000 11,154.00 1,535.000 5,986 027 ROADWAY EXCAVATION CY 77.0000 95,480.00 1,488.000 114,576 028 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 240.0000 52,800.00 162.000 38,880 DEPOSITED LEAD) 029 ROADWAY EXCAVATION (TYPE Z-2) CY 310.0000 111,600.00 320.000 99,200 (AERIALLY DEPOSITED LEAD) 030 STRUCTURE EXCAVATION CY 58.0000 28,188.00 486.000 28,188 (F) 031 STRUCTURE BACKFILL CY 90.0000 10,890.00 121.000 10,890 (F) 032 STRUCTURE BACKFILL (SLURRY CEMENT) CY 180.0000 4,680.00 26.000 4,680 (F) 033 DITCH EXCAVATION CY 63.0000 255,780.00 4,398.000 277,074 034 ROADSIDE CLEARING LS 10,100.0000 10,100.00 1.000 10,100 035 PACKET FERTILIZER EA 0.3000 1,284.00 4,006.000 1,201 036 PLANT (GROUP A) EA 11.7000 25,038.00 2,003.000 23,435 037 PLANT ESTABLISHMENT WORK LS 52,800.0000 52,800.00 0.080 4,224.00 0.380 20,064 038 WOOD MULCH CY 94.6000 44,462.00 41.000 3,878 039 CHECK AND TEST EXISTING IRRIGATION LS 3,000.0000 3,000.00 1.000 3,000 FACILITIES 040 REMOVE IRRIGATION FACILITY LS 1,460.0000 1,460.00 1.000 1,460 041 TEMPORARY IRRIGATION SYSTEM LS 106,000.0000 106,000.00 0.260 27,560 042 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2000 365.40 87.000 365 (F) LINE) 043 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.4000 1,724.80 392.000 1,724 (F) LINE) 044 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.5500 295.75 65.000 295 (F) (SUPPLY LINE) 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.6500 846.30 182.000 846 (F) (SUPPLY LINE) 046 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5300 30,581.00 0.000 0 047 HYDROMULCH SQFT 0.0400 9,160.00 174,240.000 6,969 048 FIBER ROLLS LF 4.0000 33,640.00 0.000 0 049 HYDROSEED SQFT 0.0400 9,160.00 174,240.000 6,969 PROGRAM CAS145 PAGE 3 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312204 TIME 05:30 PM ESTIMATE NO. 015 BID OPENING 12/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 80.7000 50,841.00 268.000 21,627 051 INCORPORATE MATERIALS SQFT 0.5000 28,850.00 0.000 0 052 CLASS 3 AGGREGATE BASE (CY) CY 91.0000 46,410.00 625.400 56,911 053 LEAN CONCRETE BASE CY 270.0000 78,300.00 352.000 95,040 054 HOT MIX ASPHALT (TYPE A) TON 345.0000 220,800.00 783.210 270,207 055 MINOR HOT MIX ASPHALT TON 614.0000 859.60 1.500 921 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 10,360.00 1,816.000 12,712 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.4000 91.80 17.000 91 058 PLACE HOT MIX ASPHALT SQYD 75.0000 5,700.00 85.000 6,375 (MISCELLANEOUS AREA) 059 TACK COAT TON 725.0000 2,972.50 4.100 2,972 060 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 8,280.00 1,691.000 10,146 061 RETAINING WALL STEM (TYPE 6) SQFT 250.0000 42,000.00 168.000 42,000 (F) 062 STRUCTURAL CONCRETE CY 510.0000 115,770.00 227.000 115,770 (F) 063 STRUCTURAL CONCRETE, DRAINAGE INLET CY 680.0000 13,600.00 20.000 13,600 (F) 064 JOINT SEAL (TYPE AL) LF 21.0000 5,460.00 260.000 5,460 065 BAR REINFORCING STEEL LB 1.1300 63,103.72 55,844.000 63,103 (F) 066 18" ALTERNATIVE PIPE CULVERT LF 162.0000 40,500.00 300.000 48,600 067 24" ALTERNATIVE PIPE CULVERT LF 168.0000 10,920.00 120.000 20,160 068 CONCRETE BACKFILL (PIPE TRENCH) CY 175.0000 385.00 3.000 525 069 18" REINFORCED CONCRETE PIPE LF 185.0000 25,900.00 110.000 20,350 070 24" REINFORCED CONCRETE PIPE LF 200.0000 8,200.00 0.000 0 071 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 13.0000 2,470.00 229.000 2,977 072 6" NON-PERFORATED PLASTIC PIPE LF 60.0000 2,040.00 34.000 2,040 UNDERDRAIN 073 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 35.0000 4,550.00 130.000 4,550 074 CLASS 4 PERMEABLE MATERIAL CY 80.0000 260,000.00 3,708.000 296,640 075 CLASS 5 PERMEABLE MATERIAL CY 133.0000 55,860.00 620.000 82,460 076 FLUME DOWNDRAIN LF 100.0000 22,000.00 220.000 22,000 PROGRAM CAS145 PAGE 4 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312204 TIME 05:30 PM ESTIMATE NO. 015 BID OPENING 12/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TAPERED INLET EA 1,350.0000 9,450.00 7.000 9,450 078 FLUME ANCHOR ASSEMBLY EA 290.0000 9,280.00 32.000 9,280 079 18" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200 080 REMOVE OVERSIDE DRAIN EA 200.0000 3,000.00 13.000 2,600 081 REMOVE PIPE (LF) LF 58.0000 2,146.00 37.000 2,146 082 GABION CY 470.0000 4,230.00 9.000 4,230 (F) 083 ROCK SLOPE PROTECTION CY 280.0000 5,320.00 20.600 5,768 (20 LB, CLASS I, METHOD B) (CY) 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 560.00 56.000 560 085 MINOR CONCRETE (MISCELLANEOUS CY 982.0000 687.40 2.000 1,964 CONSTRUCTION) 086 MISCELLANEOUS IRON AND STEEL LB 1.5000 3,912.00 2,608.000 3,912 (F) 087 MISCELLANEOUS METAL LB 262.0000 30,130.00 115.000 30,130 (F) 088 CHAIN LINK FENCE (TYPE CL-6) LF 100.0000 7,000.00 68.000 6,800 089 16' CHAIN LINK GATE (TYPE CL-6) EA 2,400.0000 2,400.00 1.000 2,400 090 REMOVE FENCE (TYPE BW) LF 14.0000 1,190.00 85.000 1,190 091 CABLE RAILING LF 40.0000 8,040.00 201.000 8,040 (F) PROGRAM CAS145 PAGE 5 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-312204 TIME 05:30 PM ESTIMATE NO. 015 BID OPENING 12/12/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,224.00 2,690,050.11 ADJUSTMENT OF COMPENSATION 0.00 -76.90 EXTRA WORK 0.00 181,645.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,224.00 2,871,618.96 092 MOBILIZATION LS 280,000.8500 280,000.85 1.000 280,000 ORIGINAL CONTRACT AMOUNT 3,222,232.00 TOTAL WORK COMPLETED 4,224.00 3,151,619.81 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,224.00 3,151,619.81 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 01/18/19 200 04/22/19 03/14/19 03/31/21 299 39 0 0 89% 100% PROGRESS IS SATISFACTORY ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/20