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 09/21/22 EST. NO. 001 TIME 10:41 AM R.E. NAME: NASH MUNES 05-344904 --------------------------------------------------------------------------- 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 09/21/22 EST. NO. 001 TIME 10:41 AM R.E. NAME: NASH MUNES 05-344904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 LOCATION PROGRESS ESTIMATE 05-SBT-156-3.0/8.2 ----------------- A. TEICHERT & SON, INC. DBA ON STATE ROUTE 156 IN SAN BENITO TEICHERT CONSTRUCTION COUNTY, IN AND NEAR SAN JUAN 400 SUNRISE AVE. SUITE 300; BAUTISTA FROM THE ALAMEDA ST TO 0.2 ROSEVILLE CA 95661 MI EAST OF FOURTH STREET/BUSINESS ROUTE 156 NEAR HOLLISTER FED. AID NO. ACNH-P156(24) E ,HIPL-6205(29) WIDEN 2 TO 4 LANES SAN JAUN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,715.1500 2,715.15 1.000 2,715.15 1.000 2,715 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,060.0000 3,459,400.00 20.000 141,200.00 20.000 141,200 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 187,027.2900 187,027.29 0.500 93,513.65 0.500 93,513 007 CONSTRUCTION AREA SIGNS LS 56,055.0000 56,055.00 0.600 33,633.00 0.600 33,633 008 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.050 25,000.00 0.050 25,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,525.0000 30,500.00 4.000 6,100.00 4.000 6,100 010 TYPE III BARRICADE EA 70.7000 6,221.60 8.000 565.60 8.000 565 011 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 11.6200 45,550.40 328.000 3,811.36 328.000 3,811 012 CHANNELIZER (SURFACE MOUNTED) EA 35.3500 25,805.50 100.000 3,535.00 100.000 3,535 013 PLASTIC TRAFFIC DRUMS EA 55.5500 555.50 10.000 555.50 10.000 555 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 263.0000 47,340.00 0.000 0 SYSTEM DAY 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,500.0000 77,500.00 5.000 77,500.00 5.000 77,500 016 TEMPORARY AUTOMATED END OF QUEUE EA 500.0000 87,500.00 6.000 3,000.00 6.000 3,000 WARNING SYSTEM (TYPE 1) DAY 017 END OF QUEUE MONITORING AND EA 1,500.0000 67,500.00 0.000 0 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 018 TEMPORARY RAILING (TYPE K) LF 20.0000 386,000.00 12,600.000 252,000.00 12,600.000 252,000 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,545.0000 63,630.00 6.000 27,270.00 6.000 27,270 020 TEMPORARY CRASH CUSHION MODULE EA 260.0000 18,200.00 14.000 3,640.00 14.000 3,640 021 TEMPORARY RADAR SPEED FEEDBACK EA 5,500.0000 27,500.00 3.000 16,500.00 3.000 16,500 SIGN SYSTEM PROGRAM CAS145 PAGE 2 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 385.0000 42,350.00 0.000 0 DAY 023 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.041 1,640.00 0.041 1,640 024 PREPARE STORM WATER POLLUTION PREVENTION LS 3,250.0000 3,250.00 0.500 1,625.00 0.500 1,625 PLAN 025 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 0.000 0 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 4,500.00 0.000 0 027 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 028 MOVE-IN/MOVE-OUT EA 940.0000 11,280.00 1.000 940.00 1.000 940 (TEMPORARY EROSION CONTROL) 029 TEMPORARY HYDRAULIC MULCH SQYD 0.6800 530,400.00 0.000 0 (BONDED FIBER MATRIX) 030 TEMPORARY CHECK DAM LF 9.1000 9,828.00 0.000 0 031 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 10,660.00 0.000 0 032 TEMPORARY FIBER ROLL LF 3.1500 198,450.00 5,450.000 17,167.50 5,450.000 17,167 033 TEMPORARY GRAVEL BAG BERM LF 7.5000 18,000.00 0.000 0 034 TEMPORARY LARGE SEDIMENT BARRIER LF 17.5000 38,500.00 544.000 9,520.00 544.000 9,520 035 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 48,000.00 0.000 0 036 STREET SWEEPING LS 200,800.0000 200,800.00 0.000 0 037 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 038 TREATED WOOD WASTE LB 1.0000 26,130.00 0.000 0 039 REMOVE RETIRED GAS PIPE LF 12.0000 34,800.00 0.000 0 040 TEMPORARY HIGH-VISIBILITY FENCE LF 5.8000 15,312.00 0.000 0 041 CLEARING AND GRUBBING (LS) LS 210,000.0000 210,000.00 0.530 111,300.00 0.530 111,300 042 ROADWAY EXCAVATION CY 8.0000 2,176,000.00 0.000 0 043 ROADWAY EXCAVATION (TOPSOIL) CY 3.1000 1,010,600.00 0.000 0 044 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 18.2500 91,615.00 0.000 0 045 SHOULDER BACKING TON 180.0000 77,400.00 0.000 0 046 STRUCTURE EXCAVATION (BRIDGE) CY 120.6000 39,436.20 0.000 0 (F) 047 STRUCTURE EXCAVATION (TYPE D) CY 175.8800 11,080.44 0.000 0 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0100 120,015.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 STRUCTURE BACKFILL (BRIDGE) CY 301.5000 47,938.50 0.000 0 (F) 050 STRUCTURE BACKFILL (RETAINING WALL) CY 125.0100 225,018.00 0.000 0 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING CY 250.0100 8,500.34 0.000 0 (F) WALL) 052 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.9500 572,300.00 0.000 0 CLASS B2 053 ROADSIDE CLEARING LS 5,075.0000 5,075.00 0.000 0 054 PRUNE EXISTING PLANTS LS 6,120.0000 6,120.00 1.000 6,120.00 1.000 6,120 055 ROCK BLANKET SQFT 13.2000 353,760.00 0.000 0 056 RELOCATE BACKFLOW PREVENTER ASSEMBLY EA 2,030.0000 2,030.00 0.000 0 057 PACKET FERTILIZER EA 0.5100 362.10 0.000 0 058 PLANT (GROUP H) EA 40.6000 2,842.00 0.000 0 059 PLANT (GROUP H) (BRUSH LAYERING) EA 15.2300 30,916.90 0.000 0 060 PLANT (GROUP O) EA 5.0800 1,727.20 0.000 0 061 PLANT (GROUP A) EA 15.2300 6,853.50 0.000 0 062 PLANT (GROUP B) EA 40.6000 3,654.00 0.000 0 063 PLANT (GROUP U) EA 263.9000 44,863.00 0.000 0 064 PLANT ESTABLISHMENT WORK LS 40,600.0000 40,600.00 0.000 0 065 WOOD MULCH CY 40.6000 8,120.00 0.000 0 066 FOLIAGE PROTECTOR EA 40.6000 26,390.00 0.000 0 067 ROOT PROTECTOR EA 30.4500 21,619.50 0.000 0 068 TEMPORARY IRRIGATION SYSTEM LS 40,600.0000 40,600.00 0.000 0 069 6" WELDED STEEL PIPE CONDUIT LF 65.9200 21,753.60 0.000 0 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,900.0000 5,700.00 0.000 0 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 108,500.00 0.000 0 072 COMPOST SOCK LF 5.0000 12,600.00 0.000 0 073 HYDROSEED SQFT 0.0900 545,220.00 0.000 0 074 COMPOST (CY) CY 25.0000 795,750.00 0.000 0 075 INCORPORATE MATERIALS SQFT 0.0900 54,450.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 CLASS 1 AGGREGATE SUBBASE CY 46.3000 5,000,400.00 0.000 0 077 CLASS 2 AGGREGATE BASE (CY) CY 52.7500 1,477,000.00 0.000 0 078 LEAN CONCRETE BASE CY 380.0000 235,600.00 0.000 0 079 ASPHALT TREATED PERMEABLE BASE CY 225.0000 150,750.00 0.000 0 080 CRACK TREATMENT LNMI 5,732.0000 34,392.00 0.000 0 081 REPLACE ASPHALT CONCRETE SURFACING CY 620.0000 1,860.00 0.000 0 082 HOT MIX ASPHALT (TYPE A) TON 106.0000 6,360,000.00 0.000 0 083 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 1,872,000.00 0.000 0 084 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 130.0000 443,300.00 0.000 0 (OPEN GRADED FRICTION COURSE) 085 DATA CORE LS 9,715.0000 9,715.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7000 621.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.3000 6,992.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0500 3,751.50 0.000 0 089 PLACE HOT MIX ASPHALT SQYD 95.0000 1,425.00 0.000 0 (MISCELLANEOUS AREA) 090 TACK COAT TON 1.0000 68.00 0.000 0 091 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 12,600.00 0.000 0 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 113,500.00 0.000 0 093 CONTINUOUSLY REINFORCED CONCRETE CY 335.0000 20,870,500.00 0.000 0 PAVEMENT 094 CONTINUOUSLY REINFORCED CONCRETE CY 587.0000 176,100.00 0.000 0 PAVEMENT (COLORED FOR TRUCK APRON) 095 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 16.0000 15,520.00 0.000 0 096 14" STEEL CASING (WATER) LF 315.0000 129,150.00 0.000 0 097 24" STEEL CASING (WATER) LF 400.0000 764,000.00 0.000 0 098 JACKED 14" STEEL CASING (WATER) LF 900.0000 63,000.00 0.000 0 099 FURNISH PILING (CLASS 90) LF 85.5000 753,169.50 0.000 0 (ALTERNATIVE V) 100 DRIVE PILE (CLASS 90) EA 2,110.5000 333,459.00 0.000 0 (ALTERNATIVE V) 101 FURNISH PILING (CLASS 90) LF 83.5000 108,299.50 0.000 0 (ALTERNATIVE W) (MODIFIED) 102 DRIVE PILE (CLASS 90) EA 4,522.5000 158,287.50 0.000 0 (ALTERNATIVE W) (MODIFIED) PROGRAM CAS145 PAGE 5 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH 24" CAST-IN-STEEL SHELL LF 221.1000 256,476.00 0.000 0 CONCRETE PILING 104 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 9,296.2500 278,887.50 0.000 0 PILE 105 STRUCTURAL CONCRETE (PILASTER) CY 10,050.0000 60,300.00 0.000 0 106 STRUCTURAL CONCRETE, BRIDGE CY 1,758.7500 569,835.00 0.000 0 (F) 107 STRUCTURAL CONCRETE, BRIDGE CY 1,155.7500 492,349.50 0.000 0 (F) (POLYMER FIBER) 108 STRUCTURAL CONCRETE, RETAINING WALL CY 703.5000 612,045.00 0.000 0 (F) 109 AGGREGATE BASE (APPROACH SLAB) CY 150.7500 452.25 0.000 0 110 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,412.0000 72,360.00 0.000 0 (TYPE R) 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,256.2500 138,187.50 0.000 0 (F) (TYPE N) (POLYMER FIBER) 112 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 136,400.00 0.000 0 (F) 113 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 20,700.00 0.000 0 114 PAVING NOTCH EXTENSION CF 226.1300 14,698.45 0.000 0 115 CONCRETE SURFACE TEXTURE (ROCK TEXTURE) SQFT 38.2000 88,585.80 0.000 0 (F) 116 JOINT SEAL (MR 1/2") LF 80.5000 13,524.00 0.000 0 117 JOINT SEAL (MR 2") LF 146.5000 54,205.00 0.000 0 118 BAR REINFORCING STEEL (BRIDGE) LB 1.5100 264,592.77 0.000 0 (F) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 1.7600 274,225.60 0.000 0 (F) 120 BAR REINFORCING STEEL (PILASTER) LB 2.0100 4,196.88 0.000 0 (F) 121 BAR REINFORCING STEEL (GALVANIZED) LB 2.5100 3,875.44 0.000 0 (F) 122 HEADED BAR REINFORCEMENT (GALVANIZED) EA 35.1800 4,221.60 0.000 0 (F) 123 HEADED BAR REINFORCEMENT EA 20.1000 1,688.40 0.000 0 (F) 124 SOUND WALL (MASONRY BLOCK) SQFT 38.9300 213,063.89 0.000 0 (F) 125 PUBLIC SAFETY PLAN LS 2,500.0100 2,500.01 0.000 0 126 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0100 5,879.25 0.000 0 127 TREAT BRIDGE DECK SQFT 3.0200 8,833.50 0.000 0 (F) 128 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 100.5000 3,316.50 0.000 0 129 BRIDGE REMOVAL LS 75,375.0000 75,375.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 BRIDGE REMOVAL (PORTION) LS 30,150.0000 30,150.00 0.000 0 131 24" ALTERNATIVE PIPE CULVERT LF 210.0000 413,700.00 0.000 0 132 36" ALTERNATIVE PIPE CULVERT LF 200.0000 326,000.00 0.000 0 133 8" PLASTIC PIPE SUPPLY LINE (CLASS 200) LF 82.0000 43,460.00 0.000 0 (F) 134 18" PLASTIC PIPE LF 435.0000 7,830.00 0.000 0 135 15" PLASTIC PIPE SUPPLY LINE LF 122.0000 290,360.00 0.000 0 (F) (CLASS 200) 136 18" REINFORCED CONCRETE PIPE LF 200.0000 28,000.00 0.000 0 137 24" REINFORCED CONCRETE PIPE LF 280.0000 61,600.00 0.000 0 138 36" REINFORCED CONCRETE PIPE LF 600.0000 36,600.00 0.000 0 139 3" PLASTIC PIPE (EDGE DRAIN) LF 28.0000 106,120.00 0.000 0 140 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 34.0000 11,900.00 0.000 0 141 18" CONCRETE FLARED END SECTION EA 3,100.0000 6,200.00 0.000 0 142 18" ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 0.000 0 143 24" ALTERNATIVE FLARED END SECTION EA 870.0000 26,970.00 0.000 0 144 36" ALTERNATIVE FLARED END SECTION EA 2,300.0000 41,400.00 0.000 0 145 36" PRECAST CONCRETE PIPE INLET LF 1,100.0000 9,900.00 0.000 0 146 ABANDON CULVERT (LF) LF 57.0000 22,800.00 0.000 0 147 REMOVE HEADWALL EA 800.0000 2,400.00 0.000 0 148 REMOVE FLARED END SECTION (EA) EA 650.0000 2,600.00 0.000 0 149 SAND BACKFILL CY 295.0000 11,505.00 0.000 0 150 SLOPE PAVING (CONCRETE) CY 2,311.5000 106,329.00 0.000 0 151 ROCK SLOPE PROTECTION TON 83.0000 184,260.00 0.000 0 (1/4 T, CLASS V, METHOD B) (TON) 152 ROCK SLOPE PROTECTION TON 83.0000 52,290.00 0.000 0 (20 LB, CLASS I, METHOD B) (TON) 153 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 37.0000 64,010.00 0.000 0 154 DETECTABLE WARNING SURFACE SQFT 27.0000 8,100.00 0.000 0 155 MINOR CONCRETE DIKE (TYPE C) LF 90.0000 5,670.00 0.000 0 156 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 190,000.00 0.000 0 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 SIDEWALK AND CURB RAMPS CY 660.0000 72,600.00 0.000 0 (COLORED CONCRETE) 158 MINOR CONCRETE (TEXTURED PAVING) CY 1,700.0000 13,600.00 0.000 0 159 REMOVE CONCRETE CY 260.0000 2,080.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 160 MINOR CONCRETE DIKE (TYPE F) LF 90.0000 12,600.00 0.000 0 161 MISCELLANEOUS IRON AND STEEL LB 2.7500 16,698.00 0.000 0 (F) 162 DESTROY WELL EA 34,000.0000 34,000.00 0.000 0 163 PREPARE AND STAIN CONCRETE SQFT 6.0300 70,737.93 0.000 0 164 STUCCO FINISH SQFT 13.0700 146,932.94 0.000 0 (F) 165 RELOCATE MAILBOX EA 252.5000 252.50 0.000 0 166 4' WALK GATE EA 1,486.2500 2,972.50 0.000 0 167 FENCE (TYPE WM, METAL POST) LF 10.1100 493,368.00 0.000 0 168 CHAIN LINK FENCE (TYPE CL-6) LF 27.4500 169,366.50 0.000 0 169 16' WIRE MESH GATE EA 1,700.0000 1,700.00 0.000 0 170 4' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 1,550.00 0.000 0 171 14' CHAIN LINK GATE (TYPE CL-6) EA 1,900.0000 1,900.00 0.000 0 172 REMOVE FENCE LF 3.2300 63,308.00 5,436.000 17,558.28 5,436.000 17,558 173 REMOVE PAVEMENT MARKER EA 1.0100 3,322.90 1,314.000 1,327.14 1,314.000 1,327 174 DELINEATOR (CLASS 1) EA 40.4000 14,544.00 0.000 0 175 GUARD RAILING DELINEATOR EA 30.0000 930.00 0.000 0 176 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0400 29,007.20 512.000 2,068.48 512.000 2,068 177 MILEPOST MARKER EA 45.4500 454.50 0.000 0 178 OBJECT MARKER EA 45.4500 3,999.60 0.000 0 179 REMOVE ROADSIDE SIGN EA 101.0000 5,858.00 0.000 0 180 RESET ROADSIDE SIGN EA 202.0000 1,818.00 0.000 0 181 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.2500 5,747.50 0.000 0 182 FURNISH LAMINATED PANEL SIGN SQFT 33.0000 5,280.00 0.000 0 (2 1/2"-TYPE B) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.4500 16,121.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 8,692.50 0.000 0 (0.080"-UNFRAMED) 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0200 7,545.80 0.000 0 (0.063"-FRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.2500 23,585.00 0.000 0 (0.080"-FRAMED) 187 METAL (ROADSIDE SIGN) LB 0.5600 672.00 0.000 0 188 ROADSIDE SIGN - ONE POST EA 303.0000 39,390.00 0.000 0 189 ROADSIDE SIGN - TWO POST EA 454.5000 11,817.00 0.000 0 190 INSTALL ROADSIDE SIGN EA 1,515.0000 9,090.00 0.000 0 (LAMINATED WOOD BOX POST) 191 FURNISH LAMINATED WOOD BOX POST EA 2,323.0000 9,292.00 0.000 0 (TYPE L) 192 FURNISH LAMINATED WOOD BOX POST EA 1,919.0000 15,352.00 0.000 0 (TYPE M) 193 HIGH TENSION CABLE BARRIER LF 36.3600 610,848.00 0.000 0 194 HIGH TENSION CABLE BARRIER TERMINAL EA 4,646.0000 27,876.00 0.000 0 195 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 39.0000 95,550.00 0.000 0 196 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.0000 468,590.00 0.000 0 197 TUBULAR BICYCLE RAILING LF 410.0000 61,500.00 0.000 0 (F) 198 CONCRETE BARRIER (TYPE 60M) LF 192.3600 57,708.00 0.000 0 (ARCHITECTURAL TREATMENT) 199 CONCRETE BARRIER (TYPE 60MC) LF 207.5100 379,743.30 0.000 0 (ARCHITECTURAL TREATMENT) 200 TRANSITION RAILING (TYPE WB-31) EA 6,666.0000 26,664.00 0.000 0 201 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,414.0000 9,898.00 0.000 0 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,242.0000 46,662.00 0.000 0 203 ALTERNATIVE CRASH CUSHION SYSTEM EA 44,440.0000 88,880.00 0.000 0 204 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 834.1500 125,122.50 0.000 0 (F) 205 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 321.6000 137,323.20 0.000 0 (F) 206 REMOVE GUARDRAIL LF 10.1000 17,776.00 0.000 0 207 CONCRETE BARRIER LF 321.6000 277,862.40 0.000 0 (F) (TYPE 842S MODIFIED) 208 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 567.8300 16,467.07 0.000 0 (F) 209 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0700 91,910.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 210 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 688.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) PROGRAM CAS145 PAGE 9 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 168.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 212 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 5,376.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 213 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 29,152.00 12,057.000 3,858.24 12,057.000 3,858 214 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8100 155,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 215 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 21,210.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 216 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0200 2,888.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 217 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5400 1,416.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 218 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 24,800.00 0.000 0 219 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,145.00 13,953.000 6,278.85 13,953.000 6,278 220 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5300 657.80 697.000 1,763.41 697.000 1,763 221 12" RUMBLE STRIP STA 41.0000 7,380.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 222 12" RUMBLE STRIP STA 92.0000 80,960.00 0.000 0 (CONCRETE PAVEMENT) 223 CONTRAST STRIPE PAINT (1-COAT) LF 0.3000 14,730.00 0.000 0 224 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 1.4100 1,001.10 0.000 0 (BROKEN 17-7) 225 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.2700 115,316.00 0.000 0 (BROKEN 36-12) 226 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5300 1,037.30 0.000 0 (WARRANTY) 227 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.5300 253.00 0.000 0 (WARRANTY) (BROKEN 36-12) 228 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,075.0000 10,075.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 229 LIGHTING SYSTEM LS 373,000.0000 373,000.00 0.000 0 230 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,200,000.0000 1,200,000.00 0.000 0 231 MODIFYING TRAFFIC MONITORING STATIONS LS 127,000.0000 127,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 10:41 AM ESTIMATE NO. 001 BID OPENING 03/09/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 09/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 871,706.16 871,706.16 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 871,706.16 871,706.16 232 MOBILIZATION LS 6,500,000.0000 6,500,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 70,580,000.00 TOTAL WORK COMPLETED 871,706.16 871,706.16 MATERIALS ON HAND ON SITE 783,348.21 783,348.21 DEDUCTIONS 0.00 0.00 TOTAL 1,655,054.37 1,655,054.37 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 06/29/22 480 08/23/22 08/23/22 08/14/24 20 0 0 0 1% 4% PROGRESS IS SATISFACTORY NASH MUNES RESIDENT ENGINEER