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 08/23/23 EST. NO. 002 TIME 01:27 PM R.E. NAME: NASH MUNES 05-1H6904 --------------------------------------------------------------------------- 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 08/23/23 EST. NO. 002 TIME 01:27 PM R.E. NAME: NASH MUNES 05-1H6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 LOCATION PROGRESS ESTIMATE 05-MON-101-R91.3/98.8 ----------------- 05-MON-101-100.3/101.3 DESILVA GATES CONSTRUCTION MONTEREY COUNTY AT AND NEAR PRUNEDALE AND 11555 DUBLIN BLVD. SALINAS FROM 0.3 MILE NORTH OF BORONDA DUBLIN CA 94568 ROAD OVERCROSSING TO 0.4 MILE NORTH OF CRAZY HORSE CANYON ROAD OVERCROSSING AND FED. AID NO. ACNH-Q101(411)E PLACE RHMA, INSTALL CONCRETE BARRIER AND D ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 1,450,000.00 9.000 45,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 6.500 1,300.00 6.500 1,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.000 0 007 CONSTRUCTION AREA SIGNS LS 85,000.0000 85,000.00 0.200 17,000.00 0.300 25,500 008 TRAFFIC CONTROL SYSTEM LS 671,561.0000 671,561.00 0.017 11,416.54 0.017 11,416 009 TRAFFIC CONTROL SUPERVISOR DAY 1,000.0000 260,000.00 2.000 2,000.00 2.000 2,000 010 FLASHING ARROW SIGN EA 1,500.0000 37,500.00 0.000 0 011 TRAFFIC CONE EA 10.0000 38,700.00 0.000 0 012 TYPE III BARRICADE EA 100.0000 6,900.00 0.000 0 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 129,250.00 0.000 0 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 11,000.00 2.000 200.00 2.000 200 SYSTEM DAY 015 PORTABLE FLASHING BEACONS (EA) EA 75.0000 10,500.00 0.000 0 016 TEMPORARY SHUTTLE VAN SERVICE LS 2,000.0000 2,000.00 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.031 310 018 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 300.0000 45,000.00 0.000 0 SYSTEM (TYPE 1) DAY 019 END OF QUEUE MONITORING AND WARNING WITH EA 1,200.0000 180,000.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 020 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 021 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 108,000.00 0.000 0 SYSTEM PROGRAM CAS145 PAGE 2 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 1,000.0000 74,000.00 0.000 0 SYSTEM 023 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 1,000.0000 5,000.00 0.000 0 024 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.017 255.00 0.017 255 025 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 026 RAIN EVENT ACTION PLAN EA 500.0000 17,500.00 0.000 0 027 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 3,500.00 0.000 0 028 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 029 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,000.0000 2,000.00 0.000 0 CONTROL) 030 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.0000 2,700.00 0.000 0 MATRIX) 031 TEMPORARY CHECK DAM LF 6.0000 1,800.00 0.000 0 032 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 12,000.00 0.000 0 033 TEMPORARY FIBER ROLL LF 5.0000 9,000.00 0.000 0 034 TEMPORARY GRAVEL BAG BERM LF 35.0000 5,250.00 0.000 0 035 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 0.000 0 036 STREET SWEEPING LS 75,000.0000 75,000.00 0.000 0 037 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.000 0 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 27,375.00 0.000 0 STRIPE (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.3500 93,450.00 0.000 0 040 RELOCATE BUS STOP EQUIPMENT LS 1,500.0000 1,500.00 0.000 0 041 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 450.0000 522,000.00 0.000 0 042 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 39,700.00 0.000 0 043 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.000 0 044 ROADWAY EXCAVATION CY 78.0000 756,600.00 0.000 0 045 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 046 SHOULDER BACKING TON 100.0000 70,000.00 0.000 0 047 HYDROMULCH SQFT 0.0700 1,722.00 0.000 0 048 HYDROSEED SQFT 0.1000 2,460.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 516,800.00 0.000 0 050 LEAN CONCRETE BASE RAPID SETTING CY 800.0000 19,200.00 0.000 0 051 MICRO-SURFACING TON 350.0000 798,000.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 120.0000 841,200.00 0.000 0 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 7,050,000.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 360.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 3,940.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 15,000.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 73,600.00 0.000 0 058 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 80.0000 28,000.00 0.000 0 AREA) 059 TACK COAT TON 1,400.0000 210,000.00 0.000 0 060 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 46,100.00 0.000 0 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 1,206,000.00 0.000 0 062 JOINTED PLAIN CONCRETE PAVEMENT CY 1,200.0000 38,400.00 0.000 0 063 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,100.0000 1,386,000.00 0.000 0 064 GRIND EXISTING CONCRETE PAVEMENT SQYD 5.0000 142,000.00 0.000 0 065 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,500.0000 77,000.00 0.000 0 (SIGN FOUNDATION) 066 STRUCTURAL CONCRETE, HEADWALL CY 3,500.0000 59,500.00 0.000 0 (F) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 164,500.00 0.000 0 (F) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 21,000.00 0.000 0 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 0.000 0 072 30" ALTERNATIVE PIPE CULVERT LF 250.0000 200,000.00 0.000 0 073 18" SLOTTED PIPE DRAIN LF 700.0000 34,300.00 0.000 0 074 REMOVE SLOTTED PIPE DRAIN LF 50.0000 3,750.00 0.000 0 075 CULVERT RAPID SET CONCRETE BACKFILL CY 700.0000 168,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 24" REINFORCED CONCRETE PIPE LF 400.0000 340,000.00 0.000 0 077 30" REINFORCED CONCRETE PIPE LF 400.0000 152,000.00 0.000 0 078 36" REINFORCED CONCRETE PIPE LF 900.0000 28,800.00 0.000 0 079 42" REINFORCED CONCRETE PIPE TRENCHLESS LF 3,200.0000 416,000.00 0.000 0 CULVERT INSTALLATION 080 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 122,000.00 0.000 0 081 GRATED LINE DRAIN LF 500.0000 155,000.00 0.000 0 082 24" CONCRETE FLARED END SECTION EA 3,500.0000 14,000.00 0.000 0 083 30" CONCRETE FLARED END SECTION EA 3,500.0000 3,500.00 0.000 0 084 42" CONCRETE FLARED END SECTION EA 4,500.0000 4,500.00 0.000 0 085 48" PRECAST CONCRETE PIPE MANHOLE (EA) EA 15,000.0000 15,000.00 0.000 0 086 CONCRETE COLLAR EA 2,500.0000 5,000.00 0.000 0 087 INLET DEPRESSION EA 4,000.0000 60,000.00 0.000 0 088 ABANDON CULVERT (LF) LF 100.0000 42,000.00 0.000 0 089 REMOVE PIPE (LF) LF 100.0000 157,000.00 0.000 0 090 REMOVE DOWNDRAIN (EA) EA 1,500.0000 54,000.00 0.000 0 091 REMOVE INLET EA 1,500.0000 18,000.00 0.000 0 092 REMOVE HEADWALL EA 5,000.0000 20,000.00 0.000 0 093 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 5,000.00 0.000 0 094 ADJUST INLET EA 3,000.0000 45,000.00 0.000 0 095 ADJUST FRAME AND COVER TO GRADE EA 3,500.0000 7,000.00 0.000 0 096 CULVERT RAPID SET SLURRY - CEMENT CY 400.0000 580,000.00 0.000 0 BACKFILL 097 SAND BACKFILL CY 400.0000 21,600.00 0.000 0 098 CONCRETE (DITCH LINING) CY 1,000.0000 19,000.00 0.000 0 099 ROCK SLOPE PROTECTION (150 LB, CLASS CY 750.0000 32,250.00 0.000 0 III, METHOD B) (CY) 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 3,280.00 0.000 0 101 MINOR CONCRETE (CURB) (CY) CY 1,200.0000 38,400.00 0.000 0 102 MINOR CONCRETE (GUTTER) (LF) LF 150.0000 27,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 DETECTABLE WARNING SURFACE SQFT 20.0000 340.00 0.000 0 104 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 24,000.00 0.000 0 CONSTRUCTION) 105 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 15.0000 80,100.00 0.000 0 CONCRETE) 106 MINOR CONCRETE (ISLAND PAVING) CY 850.0000 26,350.00 0.000 0 107 MINOR CONCRETE (SIDEWALK) CY 850.0000 10,200.00 0.000 0 108 MINOR CONCRETE (CURB RAMP) CY 350.0000 350.00 0.000 0 109 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 50.0000 950.00 0.000 0 110 MISCELLANEOUS IRON AND STEEL LB 2.0000 14,090.00 0.000 0 (F) 111 MISCELLANEOUS IRON AND STEEL (TRASH EA 12,000.0000 12,000.00 0.000 0 RACK) 112 REMOVE PAVEMENT MARKER EA 1.0000 7,860.00 0.000 0 113 REMOVE DELINEATOR EA 35.0000 14,700.00 0.000 0 114 DELINEATOR (CLASS 1) EA 100.0000 26,000.00 0.000 0 115 GUARD RAILING DELINEATOR EA 100.0000 29,000.00 0.000 0 116 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 35,550.00 0.000 0 117 TREATMENT BEST MANAGEMENT PRACTICE EA 100.0000 2,100.00 0.000 0 MARKER 118 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 400.0000 400.00 0.000 0 119 REMOVE ROADSIDE SIGN EA 50.0000 8,000.00 0.000 0 120 REMOVE ROADSIDE SIGN PANEL EA 100.0000 1,200.00 0.000 0 121 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 8,000.00 0.000 0 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 13,120.00 0.000 0 (0.063"-UNFRAMED) 123 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,800.00 0.000 0 (0.080"-UNFRAMED) 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 12,500.00 0.000 0 (0.063"-FRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 69,420.00 0.000 0 (0.080"-FRAMED) 126 ROADSIDE SIGN - ONE POST EA 300.0000 33,000.00 0.000 0 127 ROADSIDE SIGN - TWO POST EA 500.0000 13,500.00 0.000 0 128 FURNISHED LAMINATED WOOD BOX (TYPE M) EA 2,900.0000 52,200.00 0.000 0 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,800.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 6 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 1,800.00 0.000 0 POST 131 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,000.0000 30,000.00 0.000 0 BOX POST) 132 FURNISHED LAMINATED WOOD BOX (TYPE L) EA 5,200.0000 62,400.00 0.000 0 133 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 50.0000 75,000.00 0.000 0 134 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 42.0000 1,335,600.00 0.000 0 135 VEGETATION CONTROL (CRUSHED SHALE) SQYD 35.0000 647,500.00 0.000 0 136 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 60.0000 30,000.00 0.000 0 POST) 137 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 156,000.00 0.000 0 138 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 54,000.00 0.000 0 139 END ANCHOR ASSEMBLY (TYPE CA) EA 6,000.0000 6,000.00 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 176,000.00 0.000 0 141 ALTERNATIVE CRASH CUSHION SYSTEM EA 28,000.0000 84,000.00 0.000 0 142 CONCRETE ANCHOR BLOCK EA 18,000.0000 36,000.00 0.000 0 143 ALTERNATIVE CRASH CUSHION SYSTEM (TL-3) EA 48,000.0000 144,000.00 0.000 0 144 CONCRETE BARRIER (TYPE 60M) LF 100.0000 114,000.00 0.000 0 145 CONCRETE BARRIER (TYPE 60MC) LF 110.0000 2,299,000.00 0.000 0 146 CONCRETE BARRIER (TYPE 60MF) LF 450.0000 94,500.00 0.000 0 147 CONCRETE BARRIER (TYPE 60MS) LF 250.0000 37,500.00 0.000 0 148 CONCRETE BARRIER (TYPE 60D) LF 400.0000 3,600.00 0.000 0 149 CONCRETE BARRIER (TYPE 836B) LF 400.0000 88,000.00 0.000 0 150 CONCRETE BARRIER TRANSITION LF 750.0000 74,250.00 0.000 0 151 REMOVE GUARDRAIL LF 6.0000 48,660.00 0.000 0 152 REMOVE DOUBLE METAL BEAM BARRIER LF 6.0000 6,780.00 0.000 0 153 SALVAGE GUARDRAIL LF 5.0000 113,000.00 0.000 0 154 REMOVE CONCRETE BARRIER LF 25.0000 517,500.00 0.000 0 155 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 73,680.00 0.000 0 WET NIGHT VISIBILITY) 156 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,780.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 7 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 86,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 158 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 334,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 159 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 26,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 160 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 9,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 161 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 39,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 162 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 67,800.00 0.000 0 163 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 12,860.00 0.000 0 164 12" RUMBLE STRIP (ASPHALT CONCRETE STA 40.0000 61,200.00 0.000 0 PAVEMENT) 165 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.0000 35,600.00 0.000 0 (WARRANTY) (BROKEN 12-3) 166 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 58,980.00 0.000 0 (WARRANTY) 167 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 780.00 0.000 0 (WARRANTY) (BROKEN 17-7) 168 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 33,300.00 0.000 0 (WARRANTY) (BROKEN 36-12) 169 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 170 TRAFFIC MONITORING STATION SYSTEM LS 50,000.0000 50,000.00 0.000 0 171 CAMERA SYSTEMS LS 200,000.0000 200,000.00 0.000 0 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 173 MODIFYING RAMP METERING SYSTEMS LS 50,000.0000 50,000.00 0.000 0 174 MODIFYING TRAFFIC MONITORING STATIONS LS 125,000.0000 125,000.00 0.000 0 175 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 176 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,200.0000 66,000.00 2.000 2,400.00 8.000 9,600 177 TEMPORARY BARRIER SYSTEM LF 10.0000 555,000.00 0.000 0 178 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 400.0000 26,400.00 0.000 0 DEPOSITED LEAD) 179 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.0000 153,600.00 0.000 0 180 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 1.0000 19,200.00 0.000 0 181 12" ENTRANCE TAPER EA 1,000.0000 36,000.00 0.000 0 182 12" DOWNDRAIN SLIP JOINT EA 1,000.0000 36,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 12" ANCHOR ASSEMBLY EA 1,000.0000 36,000.00 0.000 0 184 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 30,000.0000 30,000.00 0.000 0 185 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 186 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 45.0000 6,750.00 0.000 0 TRUSS) 187 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 188 18" ALTERNATIVE PIPE CULVERT LF 300.0000 33,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 01:27 PM ESTIMATE NO. 002 BID OPENING 11/09/22 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: NASH MUNES DATE OF THIS ESTIMATE 08/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 42,571.54 104,581.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 42,571.54 104,581.54 189 MOBILIZATION LS 3,294,000.0000 3,294,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 32,998,998.00 TOTAL WORK COMPLETED 42,571.54 104,581.54 MATERIALS ON HAND ON SITE 23,755.00 23,755.00 DEDUCTIONS 0.00 0.00 TOTAL 66,326.54 128,336.54 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 02/09/23 290 00/00/00 00/00/00 10/03/24 5 20 0 0 0% 2% PROGRESS IS SATISFACTORY NASH MUNES RESIDENT ENGINEER