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 01/20/26 EST. NO. 001 TIME 03:01 PM R.E. NAME: HALALI, BEHZAD 04-0W0304 --------------------------------------------------------------------------- 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 01/20/26 EST. NO. 001 TIME 03:01 PM R.E. NAME: HALALI, BEHZAD 04-0W0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W0304 TIME 03:01 PM ESTIMATE NO. 001 BID OPENING 06/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: HALALI, BEHZAD DATE OF THIS ESTIMATE 01/20/26 LOCATION PROGRESS ESTIMATE 04-CC-580-1.4/6.3 ----------------- FLATIRON DRAGADOS WEST LLC CONTRA COSTA COUNTY IN RICHMOND ON ROUTE 1200 CONCORD AVENUE STE 465 580 FROM 0.14 MILE NORTH OF BAYVIEW AVE CONCORD CA 94520 OVERCROSSING TO 0.1 MILE WEST OF RICHMOND-SAN RAFAEL BRIDGE TOLL PLAZA FED. AID NO. N O N E REPLACE EXISTING TOLL BOOTHS WITH NEW ORT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,633.9400 191,553.96 0.000 0 002 ALTERNATIVE CRASH CUSHION TL-3 EA 67,927.5500 339,637.75 0.000 0 003 LEAD COMPLIANCE PLAN LS 8,315.1200 8,315.12 0.000 0 004 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 121,630.0100 121,630.01 0.000 0 005 TIME-RELATED OVERHEAD (WDAY) WDAY 13,188.8800 3,495,053.20 11.000 145,077.68 11.000 145,077 006 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 0.000 0 007 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 008 DEVELOP WATER SUPPLY LS 10,146.1700 10,146.17 0.000 0 009 CONSTRUCTION AREA SIGNS LS 55,529.6000 55,529.60 0.250 13,882.40 0.250 13,882 010 TRAFFIC CONTROL SYSTEM LS 982,240.1400 982,240.14 0.010 9,822.40 0.010 9,822 011 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 693.3600 27,734.40 0.000 0 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 7.8300 147,454.56 0.000 0 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 70.1400 5,400.78 0.000 0 014 CHANNELIZER (SURFACE MOUNTED) EA 58.4500 20,340.60 0.000 0 015 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 3,090.3600 27,813.24 0.000 0 SYSTEM 016 TEMPORARY PAVEMENT MARKER EA 7.0100 4,318.16 0.000 0 017 TEMPORARY BARRIER SYSTEM LF 16.9500 496,296.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,374.3300 94,481.24 0.000 0 019 JOB SITE MANAGEMENT LS 69,572.6300 69,572.63 0.000 0 020 WATER POLLUTION CONTROL PROGRAM LS 35,469.7200 35,469.72 0.830 29,439.87 0.830 29,439 021 TEMPORARY DRAINAGE INLET PROTECTION EA 225.3400 11,717.68 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 17,129.8300 17,129.83 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W0304 TIME 03:01 PM ESTIMATE NO. 001 BID OPENING 06/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: HALALI, BEHZAD DATE OF THIS ESTIMATE 01/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 86,369.5400 86,369.54 0.000 0 024 TEMPORARY CONCRETE WASHOUT LS 21,687.4300 21,687.43 0.000 0 025 ASBESTOS COMPLIANCE PLAN LS 5,778.0000 5,778.00 0.000 0 026 HEALTH AND SAFETY PLAN LS 10,062.8000 10,062.80 1.000 10,062.80 1.000 10,062 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0900 26,147.37 0.000 0 STRIPE (HAZARDOUS WASTE) 028 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 11.6900 257.18 0.000 0 MARKING (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 1.9900 2,853.66 0.000 0 030 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,617.8400 32,356.80 0.000 0 031 TEMPORARY HIGH-VISIBILITY FENCE LF 14.0100 44,229.57 1,600.000 22,416.00 1,600.000 22,416 032 CLEARING AND GRUBBING (ACRE) ACRE 8,302.3600 8,302.36 0.000 0 033 ROADWAY EXCAVATION CY 286.8600 358,575.00 0.000 0 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,830.0400 2,830.04 0.000 0 035 HYDROMULCH SQFT 0.4200 2,154.18 0.000 0 036 FIBER ROLLS LF 11.7900 9,538.11 0.000 0 037 HYDROSEED SQFT 1.0600 5,436.74 0.000 0 038 COMPOST (CY) CY 283.0000 4,528.00 0.000 0 039 INCORPORATE MATERIALS SQFT 0.5300 2,718.37 0.000 0 040 CLASS 2 AGGREGATE BASE (CY) CY 198.7400 49,685.00 0.000 0 041 REPLACE ASPHALT CONCRETE SURFACING CY 1,169.0400 43,254.48 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 220.9500 1,060,560.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 31.5600 6,343.56 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 21.0400 5,912.24 0.000 0 045 TACK COAT TON 759.8800 9,878.44 0.000 0 046 REMOVE ASPHALT CONCRETE DIKE LF 7.0100 2,117.02 0.000 0 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.7700 64,143.78 0.000 0 048 REMOVE BASE AND SURFACING CY 157.8200 25,724.66 0.000 0 049 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 4,233.2100 347,123.22 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W0304 TIME 03:01 PM ESTIMATE NO. 001 BID OPENING 06/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: HALALI, BEHZAD DATE OF THIS ESTIMATE 01/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,918.6800 127,885.68 0.000 0 (SIGN FOUNDATION) 051 STRUCTURAL CONCRETE, BRIDGE CY 5,499.1300 230,963.46 0.000 0 (F) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,330.6200 76,604.26 0.000 0 (F) 053 BAR REINFORCING STEEL (BRIDGE) LB 2.0100 58,929.18 0.000 0 (F) 054 FURNISH INTERIM TOLL GANTRY STRUCTURE LS 497,432.6400 497,432.64 0.000 0 055 INSTALL INTERIM GANTRY STRUCTURE LS 414,312.7000 414,312.70 0.000 0 056 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 9.9500 183,080.00 0.000 0 057 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.9900 18,216.00 0.000 0 058 REMOVE SIGN STRUCTURE (EA) EA 17,991.2200 17,991.22 0.000 0 059 MODIFY SIGN STRUCTURE EA 22,523.2900 67,569.87 0.000 0 060 GUARD POST EA 2,140.3500 17,122.80 0.000 0 061 PUBLIC SAFETY PLAN LS 10,062.8000 10,062.80 0.000 0 062 REMOVE CANOPY AND BOOTH STRUCTURE LS 215,028.1200 215,028.12 0.000 0 063 18" REINFORCED CONCRETE PIPE LF 498.3900 118,118.43 0.000 0 064 GRATED LINE DRAIN LF 504.4200 246,661.38 0.000 0 065 REMOVE GUTTER DRAIN CY 120.2200 27,410.16 0.000 0 066 REMOVE PIPE (LF) LF 162.3600 12,664.08 0.000 0 067 REMOVE INLET EA 2,666.0700 7,998.21 0.000 0 068 MINOR CONCRETE (CURB) (CY) CY 3,173.4900 9,520.47 0.000 0 069 MINOR CONCRETE (TEXTURED PAVING) CY 3,363.7300 10,091.19 0.000 0 070 REMOVE CONCRETE CURB (LF) LF 17.5400 3,876.34 0.000 0 071 REMOVE CONCRETE (CURB AND GUTTER) LF 29.8600 4,329.70 0.000 0 072 MISCELLANEOUS IRON AND STEEL LB 4.4300 14,362.06 0.000 0 (F) 073 MISCELLANEOUS METAL LB 9.6700 356,494.22 0.000 0 (F) 074 WROUGHT IRON FENCE LF 695.3700 21,556.47 0.000 0 075 REMOVE FENCE LF 181.1500 6,159.10 0.000 0 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0100 8,264.79 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W0304 TIME 03:01 PM ESTIMATE NO. 001 BID OPENING 06/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: HALALI, BEHZAD DATE OF THIS ESTIMATE 01/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE P) EA 81.8300 1,472.94 0.000 0 078 REMOVE ROADSIDE SIGN (WOOD POST) EA 233.8100 1,169.05 0.000 0 079 REMOVE SIGN PANEL EA 526.5200 2,106.08 0.000 0 080 RELOCATE ROADSIDE SIGN EA 350.7100 1,753.55 0.000 0 081 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 49.1400 38,476.62 0.000 0 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.5500 16,497.60 0.000 0 (0.063"-UNFRAMED) 083 METAL (BARRIER MOUNTED SIGN) LB 32.7300 41,665.29 0.000 0 084 METAL (RAIL MOUNTED SIGN) LB 43.2500 2,292.25 0.000 0 085 ROADSIDE SIGN - ONE POST EA 438.3900 1,753.56 0.000 0 086 ROADSIDE SIGN - TWO POST EA 701.4300 2,805.72 0.000 0 087 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.3600 350.72 0.000 0 METHOD) 088 INSTALL SIGN OVERLAY SQFT 789.7800 2,369.34 0.000 0 089 CONCRETE BARRIER (TYPE 60M) LF 474.9900 598,962.39 0.000 0 090 CONCRETE BARRIER (TYPE 60MC) LF 996.3100 398,524.00 0.000 0 091 CONCRETE BARRIER (TYPE 60MG) LF 475.9300 57,111.60 0.000 0 092 CONCRETE BARRIER (TYPE 60MGF) LF 1,118.7100 105,158.74 0.000 0 093 CONCRETE BARRIER (TYPE 60MS) LF 333.3200 169,993.20 0.000 0 094 CONCRETE BARRIER (TYPE 60MSC) LF 580.3200 168,292.80 0.000 0 095 CONCRETE BARRIER (TYPE 60MP) LF 805.2000 106,286.40 0.000 0 096 CONCRETE BARRIER(TYPE 60MP)(MOD) LF 2,319.8000 127,589.00 0.000 0 097 CONCRETE BARRIER(TYPE 60MP)(MOD2) LF 2,305.0900 25,355.99 0.000 0 098 REMOVE GUARDRAIL LF 68.7000 5,152.50 0.000 0 099 REMOVE CONCRETE BARRIER LF 238.0700 464,712.64 0.000 0 100 REMOVE CRASH CUSHION EA 6,897.3600 13,794.72 0.000 0 101 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 9.9400 19,273.66 0.000 0 WET NIGHT VISIBILITY) 102 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.3400 25,124.58 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 103 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.6800 7,848.36 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 01/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W0304 TIME 03:01 PM ESTIMATE NO. 001 BID OPENING 06/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: HALALI, BEHZAD DATE OF THIS ESTIMATE 01/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE PAVEMENT MARKER EA 3.5100 5,366.79 0.000 0 105 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 61,250.00 0.000 0 106 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.6900 4,407.13 0.000 0 107 8" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 7.0100 18,506.40 0.000 0 108 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.8500 24,534.90 0.000 0 (BROKEN 18-12) 109 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.8500 5,095.35 0.000 0 (BROKEN 17-7) 110 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 11.6900 26,828.55 0.000 0 111 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.3500 142,727.75 0.000 0 (BROKEN 36-12) 112 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 16.3700 21,002.71 0.000 0 (WARRANTY) 113 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0100 2,818.02 0.000 0 (WARRANTY) (BROKEN 18-12) 114 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 18.7000 8,919.90 0.000 0 (WARRANTY) 115 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.1800 19,934.66 0.000 0 (WARRANTY) (BROKEN 36-12) 116 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 17,419.3400 17,419.34 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 117 COMMUNICATION SYSTEM (BATA) LS 636,347.9900 636,347.99 0.000 0 118 ELECTRICAL SYSTEM (BATA) LS 850,157.6000 850,157.60 0.000 0 119 CONDUCT SYSTEM TESTING LS 22,446.4100 22,446.41 0.000 0 120 MAIN SWITCHGEAR (100A/3PH 480/277V, 3PH) EA 86,746.0000 86,746.00 0.000 0 121 TRAFFIC MONITORING STATION SYSTEM LS 177,700.7100 177,700.71 0.000 0 122 FLASHING BEACON SYSTEM LS 90,603.9700 90,603.97 0.000 0 123 CAMERA SYSTEMS (BATA) LS 284,788.7700 284,788.77 0.000 0 124 MODIFYING LIGHTING SYSTEMS LS 287,243.8400 287,243.84 0.000 0 125 MODIFYING TRAFFIC MONITORING STATIONS LS 80,666.7700 80,666.77 0.000 0 126 MODIFYING CHANGEABLE MESSAGE SIGN LS 420,636.2900 420,636.29 0.000 0 SYSTEMS 127 REMOVING CHANGEABLE MESSAGE SIGN SYSTEMS LS 36,849.1800 36,849.18 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/20/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0W0304 TIME 03:01 PM ESTIMATE NO. 001 BID OPENING 06/10/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/26 R.E. NAME: HALALI, BEHZAD DATE OF THIS ESTIMATE 01/20/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 230,701.15 230,701.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 230,701.15 230,701.15 128 MOBILIZATION LS 1,884,000.0000 1,884,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 18,840,000.00 TOTAL WORK COMPLETED 230,701.15 230,701.15 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 230,701.15 230,701.15 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 10/16/25 265 12/10/25 12/10/25 01/04/27 27 13 0 0 1% 10% PROGRESS IS SATISFACTORY HALALI, BEHZAD RESIDENT ENGINEER