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 08/18/23 EST. NO. 007 TIME 12:04 PM R.E. NAME: TEHRANI, JOSEPH 07-336004 --------------------------------------------------------------------------- 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 08/18/23 EST. NO. 007 TIME 12:04 PM R.E. NAME: TEHRANI, JOSEPH 07-336004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-336004 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 11/08/22 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: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/18/23 LOCATION PROGRESS ESTIMATE 07-VEN-118-R1.4/1.8 ----------------- BEADOR CONSTRUCTION COMPANY, IN VENTURA COUNTY NEAR SATICOY FROM INC. 0.2 MILES EAST OF NARDO STREET TO 26320 LESTER CIRCLE; 0.1 MILE WEST OF SANTA CLARA RIVER. CORONA CA 92883 FED. AID NO. ACNH-P118(70)E CONSTRUCT STORMWATER TREATMENT BEST ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 600.0000 276,000.00 42.000 25,200.00 115.000 69,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 20,000.00 1.000 2,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 4.500 900 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500 006 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.143 21,450 007 TRAFFIC CONE EA 40.0000 360.00 9.000 360 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 6.0000 2,520.00 362.000 2,172 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 15,000.0000 15,000.00 1.000 15,000 SYSTEM DAY 010 TEMPORARY RAILING (TYPE K) LF 30.0000 25,800.00 700.000 21,000 011 TEMPORARY CRASH CUSHION MODULE EA 350.0000 4,900.00 25.000 8,750 012 TEMPORARY TRAFFIC SCREEN LF 8.0000 6,880.00 860.000 6,880 013 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.180 5,400 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,100.0000 2,100.00 0.750 1,575 015 RAIN EVENT ACTION PLAN EA 500.0000 500.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 600.00 2.000 300 017 TEMPORARY FIBER ROLL LF 6.5000 9,490.00 1,100.000 7,150 018 TEMPORARY GRAVEL BAG BERM LF 10.0000 2,400.00 0.000 0 019 TEMPORARY SILT FENCE LF 6.0000 7,920.00 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 5,500.00 1.000 5,500 021 TEMPORARY CONCRETE WASHOUT LS 17,500.0000 17,500.00 0.000 0 022 TREATED WOOD WASTE LB 1.2000 6,720.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-336004 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 11/08/22 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: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 024 ROADWAY EXCAVATION CY 105.0000 143,850.00 959.000 100,695 025 STRUCTURE EXCAVATION (INFILTRATION CY 70.0000 558,880.00 7,984.000 558,880 (F) GALLERY) 026 STRUCTURE EXCAVATION (RETAINING WALL) CY 200.0000 105,400.00 527.000 105,400 (F) 027 SAND BEDDING CY 395.0000 8,295.00 0.000 0 028 STRUCTURE BACKFILL (INFILTRATION CY 125.0000 129,750.00 260.000 32,500.00 260.000 32,500 (F) GALLERY) 029 STRUCTURE BACKFILL (RETAINING WALL) CY 180.0000 78,480.00 218.000 39,240.00 218.000 39,240 (F) 030 DITCH EXCAVATION CY 78.0000 32,760.00 0.000 0 031 EMBANKMENT CY 52.0000 42,640.00 0.000 0 032 GRAVEL MULCH SQFT 2.0000 13,140.00 0.000 0 033 EDGING LF 28.0000 3,080.00 0.000 0 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,700.0000 7,400.00 0.000 0 035 BONDED FIBER MATRIX (SQFT) SQFT 0.6000 16,140.00 0.000 0 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 20,175.00 0.000 0 037 FIBER ROLLS LF 10.0000 15,000.00 0.000 0 038 COMPOST (CY) CY 63.0000 12,600.00 0.000 0 039 INCORPORATE MATERIALS SQFT 0.2000 5,380.00 0.000 0 040 CLASS 3 AGGREGATE BASE (CY) CY 120.0000 39,600.00 0.000 0 041 LEAN CONCRETE BASE CY 360.0000 72,000.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 225.0000 63,000.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 11.0000 8,690.00 0.000 0 044 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 4,920.00 0.000 0 045 STRUCTURAL CONCRETE, INFILTRATION CY 400.0000 124,800.00 312.000 124,800 (F) GALLERY FOOTING 046 STRUCTURAL CONCRETE, INFILTRATION CY 865.0000 664,320.00 232.000 200,680.00 403.000 348,595 (F) GALLERY 047 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 160,000.00 160.000 160,000 (F) 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 10,500.00 0.000 0 (F) 049 MINOR CONCRETE (MINOR STRUCTURE) CY 4,425.0000 128,325.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-336004 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 11/08/22 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: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BAR REINFORCING STEEL (RETAINING WALL) LB 2.3000 53,157.60 23,112.000 53,157 (F) 051 BAR REINFORCING STEEL (INFILTRATION LB 2.6000 637,772.20 37,530.000 97,578.00 199,427.000 518,510 (F) GALLERY, EPOXY COATED) 052 REMOVE SIGN STRUCTURE (LS) LS 14,000.0000 14,000.00 1.000 14,000 053 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 054 12" REINFORCED CONCRETE PIPE LF 475.0000 5,225.00 0.000 0 055 24" REINFORCED CONCRETE PIPE LF 750.0000 5,250.00 0.000 0 056 30" REINFORCED CONCRETE PIPE LF 275.0000 33,000.00 0.000 0 057 36" REINFORCED CONCRETE PIPE LF 300.0000 75,000.00 0.000 0 058 18" CORRUGATED STEEL PIPE (.079" THICK) LF 875.0000 5,250.00 0.000 0 059 18" STEEL FLARED END SECTION EA 1,050.0000 1,050.00 0.000 0 060 36" PRECAST CONCRETE PIPE RISER LF 525.0000 4,725.00 0.000 0 061 REMOVE PIPE (LF) LF 85.0000 26,350.00 310.000 26,350 062 REMOVE HEADWALL EA 4,200.0000 4,200.00 1.000 4,200 063 CONCRETE (CHANNEL LINING) CY 720.0000 64,080.00 0.000 0 064 GABION CY 1,430.0000 15,730.00 0.000 0 (F) 065 ROCK SLOPE PROTECTION CY 2,385.0000 5,247.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 066 ROCK SLOPE PROTECTION CY 1,190.0000 5,236.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 067 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 90.0000 2,610.00 0.000 0 068 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 280.0000 10,360.00 0.000 0 069 MISCELLANEOUS IRON AND STEEL LB 13.0000 102,609.00 0.000 0 (F) 070 MANHOLE FRAME AND COVER EA 2,625.0000 10,500.00 0.000 0 071 MISCELLANEOUS METAL (INFILTRATION LB 9.6000 1,996.80 0.000 0 (F) GALLERY) 072 MISCELLANEOUS METAL EA 10,500.0000 31,500.00 0.000 0 (F) (LADDER SAFETY SYSTEM) 073 CHAIN LINK FENCE (TYPE CL-6) LF 37.0000 44,030.00 0.000 0 074 4' CHAIN LINK GATE (TYPE CL-3) EA 1,575.0000 4,725.00 0.000 0 075 18' CHAIN LINK GATE (TYPE CL-6) EA 3,150.0000 6,300.00 0.000 0 076 GUARD RAILING DELINEATOR EA 39.0000 3,159.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-336004 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 11/08/22 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: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TREATMENT BEST MANAGEMENT EA 155.0000 620.00 0.000 0 PRACTICE MARKER 078 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 50.0000 39,500.00 0.000 0 079 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 28,000.00 0.000 0 080 CABLE RAILING LF 65.0000 12,610.00 0.000 0 (F) 081 TRANSITION RAILING (TYPE WB-31) EA 5,250.0000 5,250.00 0.000 0 082 END CAP (TYPE TC) EA 525.0000 525.00 0.000 0 083 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,625.0000 2,625.00 0.000 0 084 REMOVE GUARDRAIL LF 9.5000 4,750.00 0.000 0 085 REMOVE CONCRETE BARRIER (TYPE K) LF 43.0000 2,580.00 0.000 0 086 PAINT TRAFFIC STRIPE (2-COAT) LF 5.4000 2,646.00 0.000 0 087 REMOVE PAINTED TRAFFIC STRIPE LF 7.5000 3,675.00 0.000 0 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 225,000.0000 225,000.00 0.000 0 RADIAL TYPE LR-4 (8) PROGRAM CAS145 PAGE 5 DATE 08/18/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-336004 TIME 12:04 PM ESTIMATE NO. 007 BID OPENING 11/08/22 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: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 08/18/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 395,198.00 2,293,764.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 395,198.00 2,293,764.80 090 MOBILIZATION LS 481,541.4000 481,541.40 0.950 457,464 ORIGINAL CONTRACT AMOUNT 5,087,700.00 TOTAL WORK COMPLETED 395,198.00 2,751,229.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 395,198.00 2,751,229.13 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 12/22/22 460 02/15/23 02/15/23 02/27/25 136 14 0 0 54% 30% PROGRESS IS SATISFACTORY TEHRANI, JOSEPH RESIDENT ENGINEER