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 09/17/25 EST. NO. 008 TIME 04:11 PM R.E. NAME: TOWNSEND, JEFFREY 07-349904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0004 2,203.94 E.W. @ F.A.(+) 052925 N 52925 2,203.94 TOTAL THIS ESTIMATE 23,542.31 TOTAL PREVIOUS ESTIMATE 25,746.25 TOTAL TO DATE 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 09/17/25 EST. NO. 008 TIME 04:11 PM R.E. NAME: TOWNSEND, JEFFREY 07-349904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-349904 TIME 04:11 PM ESTIMATE NO. 008 BID OPENING 08/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: TOWNSEND, JEFFREY DATE OF THIS ESTIMATE 09/17/25 LOCATION PROGRESS ESTIMATE 07-LA-710-6.0/14.1 ----------------- WESTCOAST PUBLIC WORKS, INC. LOS ANGELES COUNTY IN LONG BEACH AND 20058 VENTURA BLVD, #318 COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE WOODLAND HILLS CA 91364 NORTH OF ALONDRA BOULEVARD OVERCROSSING FED. AID NO. ACIM-7101(845)E CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAV ------------------------------------------------------------------------------------------------------------------------------------ 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 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 350,000.00 21.000 21,000.00 119.000 119,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 14,000.00 1.000 2,000.00 2.000 4,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 14,000.00 1.000 200.00 5.500 1,100 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 69,950.0000 69,950.00 0.750 52,462 007 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.040 8,000.00 0.270 54,000 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 727.2700 39,999.85 10.000 7,272.70 32.000 23,272 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 3,270.00 2,188.000 3,282 011 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,950.00 97.000 3,395 012 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 40.0000 8,000.00 8.000 320 SYSTEM 013 TEMPORARY BARRIER SYSTEM LF 28.7500 162,150.00 2,020.000 58,075 014 TEMPORARY CRASH CUSHION TL-2 EA 2,727.0000 29,997.00 11.000 29,997 015 TEMPORARY CRASH CUSHION TL-3 EA 225.0000 39,375.00 120.000 27,000 016 JOB SITE MANAGEMENT LS 140,000.0000 140,000.00 0.040 5,600.00 0.270 37,800 017 STORMWATER POLLUTION PREVENTION PLAN LS 1,000.0000 1,000.00 1.000 1,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 3,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 1.0000 2,690.00 0.000 0 021 TEMPORARY MULCH SQYD 50.0000 26,000.00 0.000 0 022 TEMPORARY SOIL BINDER SQYD 3.0000 8,070.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-349904 TIME 04:11 PM ESTIMATE NO. 008 BID OPENING 08/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: TOWNSEND, JEFFREY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 1.0000 800.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 2,150.00 6.000 300.00 30.000 1,500 025 TEMPORARY FIBER ROLL LF 5.0000 31,500.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 3,000.00 0.000 0 027 STREET SWEEPING LS 5,000.0000 5,000.00 0.040 200.00 0.240 1,200 028 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.100 300.00 0.300 900 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 15,250.00 500.000 2,500 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.4500 5,580.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.200 40,000.00 0.800 160,000 032 ROADWAY EXCAVATION CY 150.0000 123,000.00 32.000 4,800 033 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 115.0000 149,500.00 627.000 72,105 DEPOSITED LEAD) 034 IMPORTED BORROW (CY) CY 60.0000 2,700.00 55.000 3,300 035 ROADSIDE CLEARING LS 60,000.0000 60,000.00 0.200 12,000.00 0.810 48,600 036 ROCK BLANKET SQFT 24.0000 408,000.00 21,440.000 514,560 037 SLOW-RELEASE FERTILIZER LB 1.0000 1,240.00 1,199.000 1,199.00 1,199.000 1,199 038 PLANT (GROUP H) EA 0.6800 40,392.00 51,080.000 34,734.40 51,080.000 34,734 039 PLANT (GROUP B) EA 40.0000 10,000.00 250.000 10,000.00 250.000 10,000 040 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 041 WOOD MULCH CY 50.0000 27,500.00 850.000 42,500.00 850.000 42,500 042 CHECK AND TEST EXISTING IRRIGATION LS 2,000.0000 2,000.00 1.000 2,000 FACILITIES 043 OPERATE EXISTING IRRIGATION FACILITIES LS 2,000.0000 2,000.00 0.040 80.00 0.210 420 044 CONTROL AND NEUTRAL CONDUCTORS LS 40,000.0000 40,000.00 0.100 4,000.00 0.880 35,200 045 1 1/2" REMOTE CONTROL VALVE EA 1,000.0000 32,000.00 1.000 1,000.00 31.000 31,000 046 SOLAR POWERED IRRIGATION CONTROLLER EA 1,500.0000 1,500.00 0.000 0 047 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 120.0000 11,520.00 16.000 1,920.00 96.000 11,520 048 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 120.0000 4,200.00 5.000 600.00 35.000 4,200 049 RISER SPRINKLER ASSEMBLY EA 120.0000 20,400.00 20.000 2,400.00 160.000 19,200 PROGRAM CAS145 PAGE 3 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-349904 TIME 04:11 PM ESTIMATE NO. 008 BID OPENING 08/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: TOWNSEND, JEFFREY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 42,850.00 3,900.000 39,000 (F) LINE) 051 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 18,450.00 245.000 2,450.00 1,845.000 18,450 (F) LINE) 052 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 29,650.00 165.000 1,650.00 2,965.000 29,650 (F) (SUPPLY LINE) 053 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 3,800.00 30.000 300.00 380.000 3,800 (F) LINE) 054 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 10.0000 23,900.00 190.000 1,900.00 2,390.000 23,900 (F) LINE) 055 2" BALL VALVE EA 1,500.0000 10,500.00 1.000 1,500.00 6.000 9,000 056 PVC PIPE CONDUIT (SLEEVE) LF 32.0000 24,960.00 650.000 20,800 (F) 057 CLASS 3 AGGREGATE BASE (CY) CY 75.0000 60,750.00 184.000 13,800 058 LEAN CONCRETE BASE CY 400.0000 144,000.00 97.000 38,800 059 HOT MIX ASPHALT (TYPE A) TON 310.4000 192,448.00 118.000 36,627.20 118.000 36,627 060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 349.0200 55,843.20 120.000 41,882.40 120.000 41,882 061 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0900 8,639.40 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.0900 7,984.90 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 13.0900 1,243.55 0.000 0 064 TACK COAT TON 1,000.0200 1,000.02 0.000 0 065 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.0000 11,550.00 0.000 0 066 REMOVE ASPHALT CONCRETE DIKE LF 3.6500 5,292.50 175.000 638 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 45.0700 18,028.00 32.000 1,442.24 32.000 1,442 068 REMOVE CONCRETE PAVEMENT (CY) CY 125.0000 1,000.00 0.000 0 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 24,000.00 0.000 0 (F) 070 MINOR CONCRETE (MINOR STRUCTURE) CY 4,000.0000 88,000.00 0.000 0 (F) 071 MINOR CONCRETE (ANCHOR BLOCK) CY 2,500.0000 30,000.00 0.000 0 072 18" REINFORCED CONCRETE PIPE LF 300.0000 45,000.00 0.000 0 073 24" REINFORCED CONCRETE PIPE LF 485.0000 1,503.50 0.000 0 074 ADJUST MANHOLE TO GRADE EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 075 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 1,000.00 0.000 0 076 CAP INLET EA 1,500.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-349904 TIME 04:11 PM ESTIMATE NO. 008 BID OPENING 08/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: TOWNSEND, JEFFREY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SLOPE PAVING (CONCRETE) CY 2,000.0000 98,000.00 40.000 80,000 078 SLOPE PAVING (ROCK COBBLE) (SQFT) SQFT 32.0000 202,560.00 30.000 960.00 6,330.000 202,560 079 MINOR CONCRETE (RETAINING CURB) CY 1,000.0000 1,000.00 1.000 1,000 080 DETECTABLE WARNING SURFACE SQFT 30.0000 5,400.00 90.000 2,700.00 180.000 5,400 081 MINOR CONCRETE (CURB AND GUTTER) CY 2,000.0000 100,000.00 18.000 36,000 082 MINOR CONCRETE (SIDEWALK) CY 2,000.0000 28,000.00 7.000 14,000.00 14.000 28,000 083 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 2,000.0000 56,000.00 20.000 40,000.00 48.000 96,000 RAMP) 084 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 18,600.00 374.000 5,610 085 REMOVE CONCRETE (CURB, GUTTER, AND CY 625.0000 15,000.00 16.000 10,000.00 40.000 25,000 SIDEWALK) (CY) 086 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 7,000.00 3.000 3,000 087 MISCELLANEOUS IRON AND STEEL LB 6.0000 11,304.00 0.000 0 (F) 088 REMOVE PAVEMENT MARKER EA 1.0000 160.00 25.000 25 089 GUARD RAILING DELINEATOR EA 18.0000 2,340.00 0.000 0 090 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 2,400.00 42.000 252 091 OBJECT MARKER (TYPE P) EA 105.0000 1,680.00 0.000 0 092 REMOVE ROADSIDE SIGN (WOOD POST) EA 135.0000 3,240.00 0.000 0 093 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 75.0000 450.00 3.000 225 BRACKET METHOD) 094 REMOVE SIGN PANEL EA 1,000.0000 2,000.00 0.000 0 095 RELOCATE ROADSIDE SIGN (WOOD POST) EA 325.0000 975.00 3.000 975 096 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 21.5000 4,945.00 0.000 0 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.7500 8,062.50 0.000 0 (0.063"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,440.00 0.000 0 (0.080"-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 2,880.00 0.000 0 (0.080"-FRAMED) 100 ROADSIDE SIGN - ONE POST EA 525.0000 29,925.00 0.000 0 101 ROADSIDE SIGN - TWO POST EA 775.0000 2,325.00 0.000 0 102 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,350.00 0.000 0 METHOD) 103 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 22.7500 5,232.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-349904 TIME 04:11 PM ESTIMATE NO. 008 BID OPENING 08/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: TOWNSEND, JEFFREY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 59.2000 60,976.00 0.000 0 105 VEGETATION CONTROL (MINOR CONCRETE) SQYD 123.0000 79,950.00 0.000 0 106 TRANSITION RAILING (TYPE AGT) EA 7,590.0000 30,360.00 0.000 0 107 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,780.0000 11,560.00 0.000 0 108 ALTERNATIVE IN-LINE TERMINAL TL-2 EA 5,400.0000 16,200.00 0.000 0 109 ALTERNATIVE CRASH CUSHION TL-3 EA 33,635.0000 67,270.00 0.000 0 110 CONCRETE BARRIER (TYPE 60MSC) LF 1,000.0000 160,000.00 0.000 0 111 CONCRETE BARRIER (TYPE 60R) LF 1,000.0000 85,000.00 0.000 0 112 REMOVE GUARDRAIL LF 11.0000 10,120.00 0.000 0 113 REMOVE CONCRETE BARRIER LF 300.0000 900.00 0.000 0 114 REMOVE CRASH CUSHION EA 2,000.0000 2,000.00 0.000 0 115 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 4.7500 7,220.00 0.000 0 WET NIGHT VISIBILITY) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 8,099.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 117 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,680.00 1,094.000 1,094 119 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 3,400.00 0.000 0 120 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,500.0000 3,500.00 0.040 140.00 0.250 875 SYSTEM ELEMENTS DURING CONSTRUCTION 121 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 106,000.0000 106,000.00 0.000 0 122 MODIFYING LIGHTING SYSTEMS LS 364,000.0000 364,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-349904 TIME 04:11 PM ESTIMATE NO. 008 BID OPENING 08/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: TOWNSEND, JEFFREY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 351,857.94 2,190,449.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,203.94 25,746.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 354,061.88 2,216,195.38 123 MOBILIZATION LS 527,476.0000 527,476.00 0.950 501,102 ORIGINAL CONTRACT AMOUNT 5,377,816.92 TOTAL WORK COMPLETED 354,061.88 2,717,297.58 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 354,061.88 2,717,297.58 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 11/22/24 600 01/16/25 01/16/25 06/21/27 169 0 0 0 48% 28% PROGRESS IS SATISFACTORY TOWNSEND, JEFFREY RESIDENT ENGINEER