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 11/04/24 EST. NO. 017 TIME 10:31 AM 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 --------------------------------------------------------------------------- 003 0021 325.00 E.W. @ F.A.(+) 082724 N 0240.0 039 0002 190,237.36 A.C. @ L.S.(+) 100924 N 233 050 0002 73,563.00 E.W. @ L.S.(+) 100924 N 232 264,125.36 TOTAL THIS ESTIMATE 2,505,069.47 TOTAL PREVIOUS ESTIMATE 2,769,194.83 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 11/04/24 EST. NO. 017 TIME 10:31 AM R.E. NAME: NASH MUNES 05-1H6904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL CEM-4401 2023 -10,000.00 007 ANNUAL CEM-4401 2023 10,000.00 008 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -8,000.00 005 MISS PAYROLLS -10,000.00 009 MISSING PAYROLL 011 -10,000.00 011 REC'D PAYROLLS #5 8,000.00 012 REC'D PAYROLLS #11 10,000.00 012 RECD PAYROLLS #09 10,000.00 013 MISSING PAYROLLS -10,000.00 016 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 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 2,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 1,450,000.00 220.000 1,100,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 16,000.00 18.500 3,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 007 CONSTRUCTION AREA SIGNS LS 85,000.0000 85,000.00 0.900 76,500 008 TRAFFIC CONTROL SYSTEM LS 671,561.0000 671,561.00 0.697 468,078 009 TRAFFIC CONTROL SUPERVISOR DAY 1,000.0000 260,000.00 247.000 247,000 010 FLASHING ARROW SIGN EA 1,500.0000 37,500.00 3.000 4,500 011 TRAFFIC CONE EA 10.0000 38,700.00 0.000 0 012 TYPE III BARRICADE EA 100.0000 6,900.00 14.000 1,400 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 129,250.00 15,237.000 38,092 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 11,000.00 477.000 47,700 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 0.551 5,510 018 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 86.000 258,000 SYSTEM PROGRAM CAS145 PAGE 2 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 20,000 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 1.000 15,000 025 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.991 1,982 PLAN 026 RAIN EVENT ACTION PLAN EA 500.0000 17,500.00 15.000 7,500 027 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 3,500.00 15.000 3,750 028 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 029 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,000.0000 2,000.00 15.000 15,000 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 12,000.00 277.000 69,250 033 TEMPORARY FIBER ROLL LF 5.0000 9,000.00 18,826.000 94,130 034 TEMPORARY GRAVEL BAG BERM LF 35.0000 5,250.00 510.000 17,850 035 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 6.000 45,000 036 STREET SWEEPING LS 75,000.0000 75,000.00 0.830 62,250 037 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 27,375.00 44,160.000 55,200 STRIPE (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.3500 93,450.00 250,700.000 87,745 040 RELOCATE BUS STOP EQUIPMENT LS 1,500.0000 1,500.00 1.000 1,500 041 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 450.0000 522,000.00 1,273.000 572,850 042 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 39,700.00 2,010.000 10,050 043 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 1.000 300,000 044 ROADWAY EXCAVATION CY 78.0000 756,600.00 299.000 23,322 045 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 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 516,800.00 128.000 10,240 050 LEAN CONCRETE BASE RAPID SETTING CY 800.0000 19,200.00 24.000 19,200 051 MICRO-SURFACING TON 350.0000 798,000.00 2,280.000 798,000 052 HOT MIX ASPHALT (TYPE A) TON 120.0000 841,200.00 2,423.000 290,760 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 7,050,000.00 42,148.000 6,322,200 054 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 210,000.00 135.110 189,154 060 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 46,100.00 46,069.000 46,069 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 1,206,000.00 224,849.000 1,349,094 062 JOINTED PLAIN CONCRETE PAVEMENT CY 1,200.0000 38,400.00 32.000 38,400 063 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,100.0000 1,386,000.00 1,228.000 1,350,800 064 GRIND EXISTING CONCRETE PAVEMENT SQYD 5.0000 142,000.00 35,956.000 179,780 065 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 32.600 114,100 (F) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 21,000.00 5.400 18,900 069 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 200,000.00 795.600 198,900 073 18" SLOTTED PIPE DRAIN LF 700.0000 34,300.00 6.000 4,200 074 REMOVE SLOTTED PIPE DRAIN LF 50.0000 3,750.00 20.000 1,000 075 CULVERT RAPID SET CONCRETE BACKFILL CY 700.0000 168,000.00 244.200 170,940 PROGRAM CAS145 PAGE 4 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 340,000.00 849.600 339,840 077 30" REINFORCED CONCRETE PIPE LF 400.0000 152,000.00 380.000 152,000 078 36" REINFORCED CONCRETE PIPE LF 900.0000 28,800.00 32.000 28,800 079 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 122,000.00 736.000 147,200 081 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 5.000 17,500 083 30" CONCRETE FLARED END SECTION EA 3,500.0000 3,500.00 2.000 7,000 084 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 3.000 45,000 086 CONCRETE COLLAR EA 2,500.0000 5,000.00 3.000 7,500 087 INLET DEPRESSION EA 4,000.0000 60,000.00 1.000 4,000 088 ABANDON CULVERT (LF) LF 100.0000 42,000.00 0.000 0 089 REMOVE PIPE (LF) LF 100.0000 157,000.00 1,637.300 163,730 090 REMOVE DOWNDRAIN (EA) EA 1,500.0000 54,000.00 41.000 61,500 091 REMOVE INLET EA 1,500.0000 18,000.00 4.000 6,000 092 REMOVE HEADWALL EA 5,000.0000 20,000.00 2.000 10,000 093 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 500.0000 5,000.00 10.000 5,000 094 ADJUST INLET EA 3,000.0000 45,000.00 2.000 6,000 095 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 1,507.900 603,160 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 31.500 23,625 III, METHOD B) (CY) 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 40.0000 3,280.00 61.600 2,464 101 MINOR CONCRETE (CURB) (CY) CY 1,200.0000 38,400.00 32.000 38,400 102 MINOR CONCRETE (GUTTER) (LF) LF 150.0000 27,000.00 175.000 26,250 PROGRAM CAS145 PAGE 5 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 340 104 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 24,000.00 16.000 24,000 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 31.000 26,350 107 MINOR CONCRETE (SIDEWALK) CY 850.0000 10,200.00 12.000 10,200 108 MINOR CONCRETE (CURB RAMP) CY 350.0000 350.00 1.000 350 109 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 50.0000 950.00 19.000 950 110 MISCELLANEOUS IRON AND STEEL LB 2.0000 14,090.00 6,806.000 13,612 (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 4,366.000 4,366 113 REMOVE DELINEATOR EA 35.0000 14,700.00 420.000 14,700 114 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 35,550.00 214.000 1,070 117 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 8,000.00 192.000 7,680 122 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 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 75,000.00 312.500 15,625 134 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 42.0000 1,335,600.00 33,450.000 1,404,900 135 VEGETATION CONTROL (CRUSHED SHALE) SQYD 35.0000 647,500.00 19,995.000 699,825 136 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 60.0000 30,000.00 300.000 18,000 POST) 137 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 156,000.00 24.000 144,000 138 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 54,000.00 36.000 54,000 139 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 45.000 180,000 141 ALTERNATIVE CRASH CUSHION SYSTEM EA 28,000.0000 84,000.00 5.000 140,000 142 CONCRETE ANCHOR BLOCK EA 18,000.0000 36,000.00 3.000 54,000 143 ALTERNATIVE CRASH CUSHION SYSTEM (TL-3) EA 48,000.0000 144,000.00 3.000 144,000 144 CONCRETE BARRIER (TYPE 60M) LF 100.0000 114,000.00 1,123.000 112,300 145 CONCRETE BARRIER (TYPE 60MC) LF 110.0000 2,299,000.00 20,503.000 2,255,330 146 CONCRETE BARRIER (TYPE 60MF) LF 450.0000 94,500.00 207.000 93,150 147 CONCRETE BARRIER (TYPE 60MS) LF 250.0000 37,500.00 493.000 123,250 148 CONCRETE BARRIER (TYPE 60D) LF 400.0000 3,600.00 9.000 3,600 149 CONCRETE BARRIER (TYPE 836B) LF 400.0000 88,000.00 222.000 88,800 150 CONCRETE BARRIER TRANSITION LF 750.0000 74,250.00 99.000 74,250 151 REMOVE GUARDRAIL LF 6.0000 48,660.00 8,017.500 48,105 152 REMOVE DOUBLE METAL BEAM BARRIER LF 6.0000 6,780.00 1,130.000 6,780 153 SALVAGE GUARDRAIL LF 5.0000 113,000.00 22,600.000 113,000 154 REMOVE CONCRETE BARRIER LF 25.0000 517,500.00 20,710.000 517,750 155 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 3,920.000 3,920 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 7 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 70,848.000 70,848 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 158 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 334,500.00 182,860.000 274,290 (ENHANCED WET NIGHT VISIBILITY) 159 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 26,400.00 10,824.000 21,648 (ENHANCED WET NIGHT VISIBILITY) 160 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 9,600.00 3,840.000 7,680 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 161 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 39,600.00 10,824.000 32,472 (ENHANCED WET NIGHT VISIBILITY) 162 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 67,800.00 183,783.000 36,756 163 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 12,860.00 2,736.000 5,472 164 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 3,560.000 17,800 (WARRANTY) (BROKEN 12-3) 166 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 58,980.00 4,915.000 29,490 (WARRANTY) 167 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 780.00 130.000 390 (WARRANTY) (BROKEN 17-7) 168 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 33,300.00 5,550.000 16,650 (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 0.060 3,000 171 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 0.100 12,500 175 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 176 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,200.0000 66,000.00 402.000 482,400 177 TEMPORARY BARRIER SYSTEM LF 10.0000 555,000.00 87,440.000 874,400 178 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 19,200.000 153,600 180 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 40.000 40,000 182 12" DOWNDRAIN SLIP JOINT EA 1,000.0000 36,000.00 60.000 60,000 PROGRAM CAS145 PAGE 8 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 45.000 45,000 184 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 33,000.00 104.600 31,380 PROGRAM CAS145 PAGE 9 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H6904 TIME 10:31 AM ESTIMATE NO. 017 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 10/20/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 25,132,545.12 ADJUSTMENT OF COMPENSATION 190,237.36 1,621,853.12 EXTRA WORK 73,888.00 1,147,341.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 264,125.36 27,901,739.95 189 MOBILIZATION LS 3,294,000.0000 3,294,000.00 1.000 3,294,000 ORIGINAL CONTRACT AMOUNT 32,998,998.00 TOTAL WORK COMPLETED 264,125.36 31,195,739.95 MATERIALS ON HAND ON SITE 5,006.00 328,485.06 DEDUCTIONS 0.00 -10,000.00 TOTAL 269,131.36 31,514,225.01 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 11/14/24 220 101 0 0 90% 76% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY NASH MUNES RESIDENT ENGINEER