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 08/17/23 EST. NO. 014 TIME 10:10 PM R.E. NAME: BROWN, PAUL 08-1K4604 --------------------------------------------------------------------------- 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 08/17/23 EST. NO. 014 TIME 10:10 PM R.E. NAME: BROWN, PAUL 08-1K4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING OCT CEM2404F -6,149.62 005 SENT OCT CEM 2404F 6,149.62 006 0.00 0.00 LABOR COMPLIANCE VIOLATION FEBRUARY 2023 -1,000.00 008 FEBRUARY 2023 RLS 1,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1K4604 TIME 10:10 PM ESTIMATE NO. 014 BID OPENING 02/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 08/17/23 LOCATION PROGRESS ESTIMATE 08-RIV-215-R36.6/R37.2 ----------------- RIVERSIDE CONSTRUCTION IN RIVERSIDE FROM 0.2 MI N/O COMPANY, INC. IN RIVERSIDE FROM 0.2 MI N/O 4225 GARNER ROAD ALESSANDRO BLVD OC TO 0.2 MI S/O RIVERSIDE CA 92502 EUCALYPTUS AVE OC FED. AID NO. ACIM-2152(252)E CONSTRUCT SOUTHBOUND AND NORTHBOUND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 1.000 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 162,000.00 138.000 248,400 004 RENEWABLE DIESEL EQUIPMENT VERIFICATION EA 500.0000 2,500.00 0.000 0 005 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 006 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.100 3,500.00 1.000 35,000 007 TRAFFIC CONTROL SYSTEM LS 240,000.0000 240,000.00 1.000 240,000 008 TYPE III BARRICADE EA 200.0000 2,400.00 12.000 2,400 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 17,640.00 30,616.000 18,369 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,050.00 57.000 1,995 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 125.0000 22,500.00 276.000 34,500 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 4.0000 2,120.00 527.000 2,108 013 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 30,000.00 6.000 30,000 014 TEMPORARY RAILING (TYPE K) LF 25.0000 160,000.00 6,360.000 159,000 015 TEMPORARY CRASH CUSHION MODULE EA 400.0000 11,200.00 28.000 11,200 016 JOB SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 019 TEMPORARY SOIL BINDER SQYD 0.5000 3,000.00 8,831.000 4,415 020 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,500.00 13.000 3,250 021 TEMPORARY FIBER ROLL LF 4.5000 27,000.00 5,925.000 26,662 022 TEMPORARY GRAVEL BAG BERM LF 10.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1K4604 TIME 10:10 PM ESTIMATE NO. 014 BID OPENING 02/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 7.0000 2,800.00 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 11,000.00 3.000 16,500 025 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 5,680.00 7,096.000 5,676 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 1.0000 520.00 0.000 0 028 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 650.0000 9,100.00 4.000 2,600 029 TEMPORARY HIGH-VISIBILITY FENCE LF 7.5000 21,150.00 2,560.000 19,200 030 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 031 ROADWAY EXCAVATION CY 32.0000 528,000.00 18,134.000 580,288 032 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 033 PRUNE EXISTING PLANTS LS 15,000.0000 15,000.00 1.000 15,000 034 SOIL AMENDMENT CY 550.0000 220.00 0.400 220.00 0.400 220 035 SLOW-RELEASE FERTILIZER LB 22.0000 286.00 13.000 286.00 13.000 286 036 PLANT (GROUP A) EA 38.0000 1,520.00 40.000 1,520.00 40.000 1,520 037 MAINTAIN EXISTING PLANTED AREAS LS 9,500.0000 9,500.00 1.000 9,500 038 PLANT ESTABLISHMENT WORK LS 12,500.0000 12,500.00 0.072 900.00 0.072 900 039 WOOD MULCH CY 300.0000 240.00 0.800 240.00 0.800 240 040 ROOT PROTECTOR EA 20.0000 800.00 40.000 800.00 40.000 800 041 CHECK AND TEST EXISTING IRRIGATION LS 2,500.0000 2,500.00 1.000 2,500 FACILITIES 042 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 043 REMOVE IRRIGATION FACILITY LS 750.0000 750.00 1.000 750 044 CONTROL AND NEUTRAL CONDUCTORS LS 25,000.0000 25,000.00 0.200 5,000.00 1.000 25,000 (ARMOR-CLAD) 045 1" REMOTE CONTROL VALVE EA 500.0000 1,500.00 3.000 1,500 046 1 1/2" REMOTE CONTROL VALVE EA 500.0000 500.00 1.000 500 047 RISER SPRINKLER ASSEMBLY EA 30.0000 1,320.00 40.000 1,200 048 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 19,860.00 3,972.000 19,860 (F) LINE) 049 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 1,892.00 344.000 1,892 (F) LINE) PROGRAM CAS145 PAGE 3 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1K4604 TIME 10:10 PM ESTIMATE NO. 014 BID OPENING 02/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 558.00 93.000 558 (F) (SUPPLY LINE) 051 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,400.00 200.000 1,400.00 200.000 1,400 (F) (SUPPLY LINE) 052 2" PLASTIC PIPE (CLASS 315) LF 25.0000 5,650.00 226.000 5,650 (F) (SUPPLY LINE) 053 BALL VALVE EA 350.0000 700.00 4.000 1,400 054 FIBER ROLLS LF 4.5000 10,350.00 2,326.000 10,467.00 2,326.000 10,467 055 COMPOST SOCK LF 8.5000 21,675.00 2,882.000 24,497.00 2,882.000 24,497 056 HYDROSEED SQFT 0.3000 7,320.00 0.000 0 057 COMPOST (CY) CY 70.0000 11,200.00 196.130 13,729 058 INCORPORATE MATERIALS SQFT 0.1000 1,240.00 12,442.000 1,244 059 CLASS 2 AGGREGATE SUBBASE CY 50.0000 137,500.00 3,341.380 167,069 060 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 276,500.00 5,085.670 254,283 061 ASPHALT TREATED PERMEABLE BASE CY 185.0000 284,900.00 1,564.610 289,452 062 PRIME COAT TON 1,400.0000 19,600.00 0.000 0 063 HOT MIX ASPHALT (TYPE A) TON 100.0000 421,000.00 5,026.950 502,695 064 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.0000 352,500.00 2,224.720 278,090 065 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 1,450.00 305.280 1,526 067 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 7,100.00 492.720 2,463 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 5,350.00 1,059.430 5,297 069 PLACE HOT MIX ASPHALT SQYD 160.0000 12,800.00 6.000 960 (MISCELLANEOUS AREA) 070 TACK COAT TON 650.0000 7,800.00 9.340 6,071 071 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 2,100.00 210.000 2,100 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 21,330.00 7,194.000 21,582 073 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 100,000.00 100.000 100,000 PILE (SIGN FOUNDATION) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 28,000.00 1.080 3,780 (F) 075 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 372,000.00 46,400.000 232,000.00 74,400.000 372,000 (F) 076 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 18,600.00 46,400.000 11,600.00 74,400.000 18,600 (F) PROGRAM CAS145 PAGE 4 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1K4604 TIME 10:10 PM ESTIMATE NO. 014 BID OPENING 02/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 7,500.00 3.000 7,500 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 080 24" CORRUGATED STEEL PIPE (.138" THICK) LF 250.0000 3,000.00 0.000 0 081 24" SLOTTED CORRUGATED STEEL PIPE LF 250.0000 2,500.00 0.000 0 (.064" THICK) 082 3" PLASTIC PIPE (EDGE DRAIN) LF 30.0000 162,000.00 5,263.000 157,890 083 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 80.0000 58,400.00 0.000 0 084 ABANDON PIPELINE EA 1,500.0000 10,500.00 5.000 7,500 085 REMOVE OVERSIDE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 086 REMOVE PIPE (LF) LF 100.0000 7,000.00 -75.000 -7,500.00 70.000 7,000 087 REMOVE INLET EA 1,200.0000 9,600.00 7.000 8,400 088 ADJUST PIPE INLET TO GRADE EA 3,500.0000 3,500.00 0.000 0 089 SAND BACKFILL CY 350.0000 2,100.00 0.000 0 090 ROCK SLOPE PROTECTION CY 180.0000 12,600.00 6.780 1,220 (20 LB, CLASS I, METHOD B) (CY) 091 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 2,100.00 8.440 84 092 MINOR CONCRETE (MISCELLANEOUS CY 2,000.0000 20,000.00 5.900 11,800 CONSTRUCTION) 093 MISCELLANEOUS IRON AND STEEL LB 5.0000 2,700.00 429.000 2,145.00 429.000 2,145 (F) 094 REMOVE FENCE LF 10.0000 4,600.00 460.000 4,600 095 REMOVE PAVEMENT MARKER EA 1.0000 440.00 427.000 427 096 DELINEATOR (CLASS 1) EA 35.0000 1,155.00 0.000 0 097 GUARD RAILING DELINEATOR EA 30.0000 450.00 15.000 450 098 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,840.00 0.000 0 099 OBJECT MARKER (TYPE P) EA 50.0000 600.00 6.000 300 100 REMOVE SIGN EA 500.0000 2,000.00 4.000 2,000.00 4.000 2,000 101 RELOCATE ROADSIDE SIGN-ONE POST EA 550.0000 550.00 1.000 550 102 RELOCATE ROADSIDE SIGN-TWO POST EA 1,200.0000 3,600.00 3.000 3,600 103 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.0000 14,400.00 720.000 14,400.00 720.000 14,400 PROGRAM CAS145 PAGE 5 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1K4604 TIME 10:10 PM ESTIMATE NO. 014 BID OPENING 02/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 640.00 48.000 480.00 48.000 480 (0.080"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,480.00 74.000 1,480.00 74.000 1,480 (0.063"-FRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 2,860.00 125.500 2,761.00 125.500 2,761 (0.080"-FRAMED) 107 ROADSIDE SIGN - ONE POST EA 550.0000 2,200.00 3.000 1,650.00 3.000 1,650 108 ROADSIDE SIGN - TWO POST EA 1,000.0000 5,000.00 5.000 5,000.00 5.000 5,000 109 INSTALL ROADSIDE SIGN EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 (LAMINATED WOOD BOX POST) 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.0000 45,450.00 1,008.170 45,367 111 VEGETATION CONTROL (MINOR CONCRETE) SQYD 95.0000 34,200.00 360.000 34,200 112 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 4,800.00 4.000 4,800 113 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 18,000.00 4.000 18,000 114 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 6,720.00 624.000 4,992.00 624.000 4,992 (ENHANCED WET NIGHT VISIBILITY) 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 22,560.00 28,428.000 22,742.40 28,428.000 22,742 (ENHANCED WET NIGHT VISIBILITY) 116 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 9,520.00 4,810.000 9,620.00 4,810.000 9,620 (ENHANCED WET NIGHT VISIBILITY) 117 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 12,480.00 3,087.000 12,348.00 3,087.000 12,348 (ENHANCED WET NIGHT VISIBILITY) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 7,680.00 12,527.000 10,021 119 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.789 789 SYSTEM ELEMENTS DURING CONSTRUCTION 120 MODIFYING LIGHTING SYSTEMS LS 270,000.0000 270,000.00 0.970 261,900 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 TREATMENT BEST MANAGEMENT EA 250.0000 1,000.00 0.000 0 PRACTICE MARKER PROGRAM CAS145 PAGE 6 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1K4604 TIME 10:10 PM ESTIMATE NO. 014 BID OPENING 02/08/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/23 R.E. NAME: BROWN, PAUL DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 369,048.40 4,418,667.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 502,484.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 369,048.40 4,921,152.60 123 MOBILIZATION LS 245,000.0000 245,000.00 1.000 245,000 ORIGINAL CONTRACT AMOUNT 4,695,396.00 TOTAL WORK COMPLETED 369,048.40 5,166,152.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 369,048.40 5,166,152.60 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 04/26/22 340 06/20/22 06/20/22 07/26/24 138 120 48 0 95% 36% PROGRESS IS SATISFACTORY BROWN, PAUL RESIDENT ENGINEER