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 04/14/22 EST. NO. 020 TIME 10:13 AM R.E. NAME: WANG, MIKE 07-301804 --------------------------------------------------------------------------- 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 04/14/22 EST. NO. 020 TIME 10:13 AM R.E. NAME: WANG, MIKE 07-301804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301804 TIME 10:13 AM ESTIMATE NO. 020 BID OPENING 08/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/22 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/14/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-LA-57-R7.7/R11.8 ---------------------------------------- HIGHLAND CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN SAN DIMAS 133 N. PIXLEY STREET; AND GLENDORA FROM ROUTE 57/10 ORANGE CA 92868 SEPARATION TO ROUTE 57/210 SEPARATION FED. AID NO. ACNH-P057(68)E ROADSIDE SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 CONSTRUCTION AREA SIGNS LS 25,450.0000 25,450.00 1.000 25,450 003 TRAFFIC CONTROL SYSTEM LS 235,245.0000 235,245.00 1.000 235,245 004 TEMPORARY RAILING (TYPE K) LF 46.0000 82,800.00 1,800.000 82,800 005 TEMPORARY CRASH CUSHION MODULE EA 340.0000 26,180.00 77.000 26,180 006 JOB SITE MANAGEMENT LS 2,750.0000 2,750.00 1.000 2,750 007 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 1.000 1,800 PLAN 008 RAIN EVENT ACTION PLAN EA 500.0000 1,000.00 1.000 500 009 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 900.00 3.000 900 010 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 011 TEMPORARY EROSION CONTROL BLANKET SQYD 2.2500 21,825.00 9,700.000 21,825 012 TEMPORARY DRAINAGE INLET PROTECTION EA 55.0000 2,750.00 50.000 2,750 013 TEMPORARY FIBER ROLL LF 5.0000 26,250.00 5,250.000 26,250 014 TEMPORARY CONSTRUCTION ENTRANCE EA 700.0000 7,700.00 11.000 7,700 015 STREET SWEEPING LS 1,375.0000 1,375.00 1.000 1,375 016 TEMPORARY CONCRETE WASHOUT LS 5,920.0000 5,920.00 1.000 5,920 017 TREATED WOOD WASTE LB 4.0000 4,800.00 1,200.000 4,800 018 CLEARING AND GRUBBING (LS) LS 25,400.0000 25,400.00 1.000 25,400 019 ROADWAY EXCAVATION CY 110.0000 39,600.00 431.500 47,465 020 ROADWAY EXCAVATION (TYPE Z-2) CY 290.0000 17,400.00 59.600 17,284 (AERIALLY DEPOSITED LEAD) 021 DITCH EXCAVATION CY 150.0000 40,500.00 302.000 45,300 022 ROADSIDE CLEARING LS 8,500.0000 8,500.00 1.000 8,500 PROGRAM CAS145 PAGE 2 DATE 04/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301804 TIME 10:13 AM ESTIMATE NO. 020 BID OPENING 08/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/22 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SLOW-RELEASE FERTILIZER LB 11.0000 2,310.00 210.000 2,310 024 PLANT (GROUP A) EA 17.0000 14,110.00 970.000 16,490 025 MAINTAIN EXISTING PLANTED AREAS LS 9,000.0000 9,000.00 1.000 9,000 026 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 1.000 20,000 027 WOOD MULCH CY 125.0000 5,250.00 42.000 5,250 028 CHECK AND TEST EXISTING IRRIGATION LS 5,300.0000 5,300.00 1.000 5,300 FACILITIES 029 OPERATE EXISTING IRRIGATION FACILITIES LS 4,500.0000 4,500.00 1.000 4,500 030 REMOVE IRRIGATION FACILITY LS 7,500.0000 7,500.00 1.000 7,500 031 CONTROL AND NEUTRAL CONDUCTORS LS 40,000.0000 40,000.00 1.000 40,000 032 1" REMOTE CONTROL VALVE EA 525.0000 525.00 1.000 525 033 1 1/2" REMOTE CONTROL VALVE EA 750.0000 750.00 1.000 750 034 48 STATION IRRIGATION CONTROLLER EA 18,300.0000 73,200.00 4.000 73,200 (PEDESTAL MOUNTED) 035 TRUCK WATERING LS 49,500.0000 49,500.00 1.000 49,500 036 FLOW SENSOR EA 1,150.0000 3,450.00 3.000 3,450 037 RISER SPRINKLER ASSEMBLY EA 71.0000 3,053.00 43.000 3,053 038 POP-UP SPRINKLER ASSEMBLY EA 93.0000 372.00 4.000 372 039 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.2500 5,911.50 1,126.000 5,911 (F) LINE) 040 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.3500 5,697.75 1,065.000 5,697 (F) (SUPPLY LINE) 041 2" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 1,419.00 129.000 1,419 (F) (SUPPLY LINE) 042 3" PLASTIC PIPE (CLASS 315) LF 54.0000 6,750.00 125.000 6,750 (F) (SUPPLY LINE) 043 BALL VALVE EA 385.0000 1,540.00 4.000 1,540 044 HYDROMULCH SQFT 0.2300 9,781.90 42,530.000 9,781 045 HYDROSEED SQFT 0.2300 9,781.90 42,530.000 9,781 046 CLASS 3 AGGREGATE BASE (CY) CY 145.0000 69,600.00 511.200 74,124 047 LEAN CONCRETE BASE CY 519.0000 47,748.00 116.160 60,287 048 HOT MIX ASPHALT (TYPE A) TON 310.0000 35,650.00 157.270 48,753 049 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 330.0000 27,390.00 78.980 26,063 PROGRAM CAS145 PAGE 3 DATE 04/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301804 TIME 10:13 AM ESTIMATE NO. 020 BID OPENING 08/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/22 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 18.0000 7,380.00 405.000 7,290 051 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.3000 136,620.00 60,003.000 138,006 052 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 4,100.00 405.000 4,050 053 18" CORRUGATED STEEL PIPE (.079" THICK) LF 163.0000 4,727.00 29.000 4,727 054 18" STEEL FLARED END SECTION EA 975.0000 975.00 1.000 975 055 REMOVE DRAINAGE FACILITY (EA) EA 540.0000 1,080.00 2.000 1,080 056 REMOVE PIPE (LF) LF 75.0000 1,200.00 16.000 1,200 057 REMOVE FLARED END SECTION (EA) EA 100.0000 100.00 1.000 100 058 ROCK SLOPE PROTECTION CY 550.0000 20,900.00 38.000 20,900 (60 LB, CLASS II, METHOD B) (CY) 059 ROCK SLOPE PROTECTION CY 450.0000 1,350.00 3.000 1,350 (20 LB, CLASS I, METHOD B) (CY) 060 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 550.00 110.000 550 061 MINOR CONCRETE (CURB AND GUTTER) CY 755.0000 25,670.00 24.880 18,784 062 MINOR CONCRETE (TEXTURED PAVING) CY 900.0000 666,000.00 768.000 691,200 063 REMOVE CURB LF 13.0000 7,020.00 540.000 7,020 064 6' CHAIN LINK GATE (TYPE CL-6) EA 3,100.0000 9,300.00 3.000 9,300 065 12' CHAIN LINK GATE (TYPE CL-6) EA 3,800.0000 15,200.00 4.000 15,200 066 REMOVE ROADSIDE SIGN (WOOD POST) EA 115.0000 1,150.00 10.000 1,150 067 RELOCATE ROADSIDE SIGN (WOOD POST) EA 155.0000 155.00 1.000 155 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 612.00 36.000 612 (0.063"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 728.00 56.000 728 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 1,007.00 53.000 1,007 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 550.00 110.000 550 072 ROADSIDE SIGN - ONE POST EA 355.0000 3,550.00 10.000 3,550 073 ROADSIDE SIGN - TWO POST EA 650.0000 650.00 1.000 650 074 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,600.0000 1,600.00 1.000 1,600 SYSTEM ELEMENTS DURING CONSTRUCTION 075 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301804 TIME 10:13 AM ESTIMATE NO. 020 BID OPENING 08/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/22 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MODIFYING EXISTING ELECTRICAL SYSTEM LS 90,055.0000 90,055.00 1.000 90,055 PROGRAM CAS145 PAGE 5 DATE 04/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301804 TIME 10:13 AM ESTIMATE NO. 020 BID OPENING 08/21/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/22 R.E. NAME: WANG, MIKE DATE OF THIS ESTIMATE 04/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,108,794.49 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 107,100.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,215,894.73 077 MOBILIZATION LS 15,000.0000 15,000.00 1.000 15,000 ORIGINAL CONTRACT AMOUNT 2,062,964.05 TOTAL WORK COMPLETED 0.00 2,230,894.73 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 2,230,894.73 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/13/20 440 07/20/20 04/08/20 02/22/22 373 96 0 0 100% 100% WANG, MIKE RESIDENT ENGINEER