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 11/19/24 EST. NO. 027 TIME 11:24 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 --------------------------------------------------------------------------- 015 0445 22,701.08 E.W. @ F.A.(+) 071023 N 1129.0 0446 23,425.73 071123 N 1130.0 0447 23,379.10 071223 N 1131.0 0448 1,141.03 071323 N 1132.0 0449 22,662.15 071323 N 1133.0 0450 5,542.85 071423 N 1134.0 0451 22,195.05 071423 N 1135.0 0452 8,418.15 111423 N 1068.0 0453 9,481.71 050124 N 1069.0 0454 11,290.75 050224 N 1070.0 150,237.60 TOTAL THIS ESTIMATE 8,699,574.57 TOTAL PREVIOUS ESTIMATE 8,849,812.17 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 11/19/24 EST. NO. 027 TIME 11:24 AM R.E. NAME: NASH MUNES 05-344904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM-2406 -10,000.00 017 RECD CEM-2406 10,000.00 018 DBE NONCOMPLIANCE -20,422.00 027 INADEQUATE 2404/2406 -20,000.00 027 MISSING 2404F/2406 -10,000.00 027 -50,422.00 -50,422.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -8,000.00 007 MISS PAYROLLS -10,000.00 016 RECD PAYROLLS 8,000.00 016 MISS PAYROLLS -5,000.00 017 MISS PAYROLLS -5,000.00 018 MISS PAYROLLS -5,000.00 019 RECD PYRLS 16,17,18 20,000.00 020 REC'D PAYROLLS #19 5,000.00 021 MISSING PAYROLLS -10,000.00 023 MISSING PAYROLLS -10,000.00 024 MISSING PAYROLLS -10,000.00 026 MISSING PAYROLLS -10,000.00 027 REC'D PAYRLS #23&24 20,000.00 027 10,000.00 -20,000.00 TOTAL DEDUCTIONS -40,422.00 -70,422.00 PROGRAM CAS145 PAGE 1 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 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 2,715 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.500 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,060.0000 3,459,400.00 22.000 155,320.00 380.000 2,682,800 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 66,000.00 9.000 54,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 136.250 27,250 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 187,027.2900 187,027.29 1.000 187,027 007 CONSTRUCTION AREA SIGNS LS 56,055.0000 56,055.00 0.753 42,209 008 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.250 125,000.00 0.850 425,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,525.0000 30,500.00 6.000 9,150 010 TYPE III BARRICADE EA 70.7000 6,221.60 86.000 6,080 011 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 11.6200 45,550.40 1,923.000 22,345 012 CHANNELIZER (SURFACE MOUNTED) EA 35.3500 25,805.50 526.000 18,594 013 PLASTIC TRAFFIC DRUMS EA 55.5500 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 77,500 016 TEMPORARY AUTOMATED END OF QUEUE EA 500.0000 87,500.00 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 18,080.000 361,600 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,545.0000 63,630.00 18.000 81,810 020 TEMPORARY CRASH CUSHION MODULE EA 260.0000 18,200.00 56.000 14,560 021 TEMPORARY RADAR SPEED FEEDBACK EA 5,500.0000 27,500.00 5.000 27,500 SIGN SYSTEM PROGRAM CAS145 PAGE 2 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 3,465 DAY 023 JOB SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.700 28,000 024 PREPARE STORM WATER POLLUTION PREVENTION LS 3,250.0000 3,250.00 0.500 1,625 PLAN 025 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 2.000 1,000.00 37.000 18,500 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 4,500.00 17.000 7,650 027 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 028 MOVE-IN/MOVE-OUT EA 940.0000 11,280.00 1.000 940.00 8.000 7,520 (TEMPORARY EROSION CONTROL) 029 TEMPORARY HYDRAULIC MULCH SQYD 0.6800 530,400.00 6,142.110 4,176.63 516,686.110 351,346 (BONDED FIBER MATRIX) 030 TEMPORARY CHECK DAM LF 9.1000 9,828.00 1,275.000 11,602 031 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 10,660.00 2.000 520 032 TEMPORARY FIBER ROLL LF 3.1500 198,450.00 27,875.000 87,806 033 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 9,520 035 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 48,000.00 1.000 4,000.00 6.000 24,000 036 STREET SWEEPING LS 200,800.0000 200,800.00 0.050 10,040.00 0.750 150,600 037 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 038 TREATED WOOD WASTE LB 1.0000 26,130.00 12,960.000 12,960.00 24,384.000 24,384 039 REMOVE RETIRED GAS PIPE LF 12.0000 34,800.00 733.000 8,796 040 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 0.200 42,000.00 1.000 210,000 042 ROADWAY EXCAVATION CY 8.0000 2,176,000.00 262,398.000 2,099,184 043 ROADWAY EXCAVATION (TOPSOIL) CY 3.1000 1,010,600.00 54,540.000 169,074 044 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 39,436.20 327.000 39,436 (F) 047 STRUCTURE EXCAVATION (TYPE D) CY 175.8800 11,080.44 63.000 11,080 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0100 120,015.00 1,500.000 120,015 (F) PROGRAM CAS145 PAGE 3 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 47,938.50 159.000 47,938 (F) 050 STRUCTURE BACKFILL (RETAINING WALL) CY 125.0100 225,018.00 1,740.000 217,517 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING CY 250.0100 8,500.34 34.000 8,500 (F) WALL) 052 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.9500 572,300.00 9,910.000 29,234.50 194,853.000 574,816 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 0.000 0 055 ROCK BLANKET SQFT 13.2000 353,760.00 26,800.000 353,760 056 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 70.000 2,842 059 PLANT (GROUP H) (BRUSH LAYERING) EA 15.2300 30,916.90 2,030.000 30,916 060 PLANT (GROUP O) EA 5.0800 1,727.20 340.000 1,727.20 340.000 1,727 061 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 26,390.00 119.000 4,831 067 ROOT PROTECTOR EA 30.4500 21,619.50 0.000 0 068 TEMPORARY IRRIGATION SYSTEM LS 40,600.0000 40,600.00 0.050 2,030 069 6" WELDED STEEL PIPE CONDUIT LF 65.9200 21,753.60 330.000 21,753 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,900.0000 5,700.00 1.000 1,900.00 6.000 11,400 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 108,500.00 239,760.000 119,880 072 COMPOST SOCK LF 5.0000 12,600.00 2,800.000 14,000 073 HYDROSEED SQFT 0.0900 545,220.00 337,590.000 30,383.10 3,097,120.000 278,740 074 COMPOST (CY) CY 25.0000 795,750.00 1,440.000 36,000.00 6,097.640 152,441 075 INCORPORATE MATERIALS SQFT 0.0900 54,450.00 38,040.000 3,423.60 38,040.000 3,423 PROGRAM CAS145 PAGE 4 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,563.000 164,966.90 102,255.030 4,734,407 077 CLASS 2 AGGREGATE BASE (CY) CY 52.7500 1,477,000.00 3,545.000 186,998.75 22,813.500 1,203,412 078 LEAN CONCRETE BASE CY 380.0000 235,600.00 160.000 60,800 079 ASPHALT TREATED PERMEABLE BASE CY 225.0000 150,750.00 460.000 103,500 080 CRACK TREATMENT LNMI 5,732.0000 34,392.00 0.000 0 081 REPLACE ASPHALT CONCRETE SURFACING CY 620.0000 1,860.00 3.000 1,860 082 HOT MIX ASPHALT (TYPE A) TON 106.0000 6,360,000.00 3,048.900 323,183.40 44,005.350 4,664,567 083 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 1,872,000.00 1,839.520 239,137 084 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 0.100 971 086 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 3.000 3.00 13.400 13 091 REMOVE ASPHALT CONCRETE DIKE LF 3.5000 12,600.00 1,767.000 6,184.50 4,359.000 15,256 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 113,500.00 1,611.000 4,027 093 CONTINUOUSLY REINFORCED CONCRETE CY 335.0000 20,870,500.00 600.000 201,000.00 59,385.950 19,894,293 PAVEMENT 094 CONTINUOUSLY REINFORCED CONCRETE CY 587.0000 176,100.00 300.000 176,100 PAVEMENT (COLORED FOR TRUCK APRON) 095 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 16.0000 15,520.00 1,886.000 30,176 096 14" STEEL CASING (WATER) LF 315.0000 129,150.00 403.000 126,945 097 24" STEEL CASING (WATER) LF 400.0000 764,000.00 1,902.000 760,800 098 JACKED 14" STEEL CASING (WATER) LF 900.0000 63,000.00 100.000 90,000 099 FURNISH PILING (CLASS 90) LF 85.5000 753,169.50 8,809.000 753,169 (ALTERNATIVE V) 100 DRIVE PILE (CLASS 90) EA 2,110.5000 333,459.00 158.000 333,459 (ALTERNATIVE V) 101 FURNISH PILING (CLASS 90) LF 83.5000 108,299.50 1,297.000 108,299 (ALTERNATIVE W) (MODIFIED) 102 DRIVE PILE (CLASS 90) EA 4,522.5000 158,287.50 35.000 158,287 (ALTERNATIVE W) (MODIFIED) PROGRAM CAS145 PAGE 5 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,160.000 256,476 CONCRETE PILING 104 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 9,296.2500 278,887.50 30.000 278,887 PILE 105 STRUCTURAL CONCRETE (PILASTER) CY 10,050.0000 60,300.00 6.000 60,300 106 STRUCTURAL CONCRETE, BRIDGE CY 1,758.7500 569,835.00 324.000 569,835 (F) 107 STRUCTURAL CONCRETE, BRIDGE CY 1,155.7500 492,349.50 426.000 492,349 (F) (POLYMER FIBER) 108 STRUCTURAL CONCRETE, RETAINING WALL CY 703.5000 612,045.00 870.000 612,045 (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 29.010 69,972.12 29.010 69,972 (TYPE R) 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,256.2500 138,187.50 110.000 138,187 (F) (TYPE N) (POLYMER FIBER) 112 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 136,400.00 9.200 20,240.00 71.360 156,992 (F) 113 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 20,700.00 9.000 20,700 114 PAVING NOTCH EXTENSION CF 226.1300 14,698.45 62.370 14,103.73 62.370 14,103 115 CONCRETE SURFACE TEXTURE (ROCK TEXTURE) SQFT 38.2000 88,585.80 2,319.000 88,585 (F) 116 JOINT SEAL (MR 1/2") LF 80.5000 13,524.00 84.000 6,762 117 JOINT SEAL (MR 2") LF 146.5000 54,205.00 31.000 4,541.50 197.000 28,860 118 BAR REINFORCING STEEL (BRIDGE) LB 1.5100 264,592.77 175,227.000 264,592 (F) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 1.7600 274,225.60 155,810.000 274,225 (F) 120 BAR REINFORCING STEEL (PILASTER) LB 2.0100 4,196.88 2,088.000 4,196 (F) 121 BAR REINFORCING STEEL (GALVANIZED) LB 2.5100 3,875.44 1,544.000 3,875 (F) 122 HEADED BAR REINFORCEMENT (GALVANIZED) EA 35.1800 4,221.60 120.000 4,221 (F) 123 HEADED BAR REINFORCEMENT EA 20.1000 1,688.40 84.000 1,688 (F) 124 SOUND WALL (MASONRY BLOCK) SQFT 38.9300 213,063.89 5,473.000 213,063 (F) 125 PUBLIC SAFETY PLAN LS 2,500.0100 2,500.01 1.000 2,500 126 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 1.000 75,375 PROGRAM CAS145 PAGE 6 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 30,150.00 1.000 30,150 131 24" ALTERNATIVE PIPE CULVERT LF 210.0000 413,700.00 50.000 10,500.00 1,978.700 415,527 132 36" ALTERNATIVE PIPE CULVERT LF 200.0000 326,000.00 140.000 28,000.00 1,624.500 324,900 133 8" PLASTIC PIPE SUPPLY LINE (CLASS 200) LF 82.0000 43,460.00 560.000 45,920 (F) 134 18" PLASTIC PIPE LF 435.0000 7,830.00 17.000 7,395 135 15" PLASTIC PIPE SUPPLY LINE LF 122.0000 290,360.00 2,380.000 290,360 (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 64.000 17,920 138 36" REINFORCED CONCRETE PIPE LF 600.0000 36,600.00 61.000 36,600 139 3" PLASTIC PIPE (EDGE DRAIN) LF 28.0000 106,120.00 2,124.000 59,472 140 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 34.0000 11,900.00 215.000 7,310 141 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 2.000 1,600 143 24" ALTERNATIVE FLARED END SECTION EA 870.0000 26,970.00 24.000 20,880 144 36" ALTERNATIVE FLARED END SECTION EA 2,300.0000 41,400.00 14.000 32,200 145 36" PRECAST CONCRETE PIPE INLET LF 1,100.0000 9,900.00 9.000 9,900 146 ABANDON CULVERT (LF) LF 57.0000 22,800.00 345.000 19,665.00 400.000 22,800 147 REMOVE HEADWALL EA 800.0000 2,400.00 2.000 1,600.00 4.000 3,200 148 REMOVE FLARED END SECTION (EA) EA 650.0000 2,600.00 5.000 3,250 149 SAND BACKFILL CY 295.0000 11,505.00 39.000 11,505.00 39.000 11,505 150 SLOPE PAVING (CONCRETE) CY 2,311.5000 106,329.00 49.590 114,627 151 ROCK SLOPE PROTECTION TON 83.0000 184,260.00 489.370 40,617 (1/4 T, CLASS V, METHOD B) (TON) 152 ROCK SLOPE PROTECTION TON 83.0000 52,290.00 552.020 45,817 (20 LB, CLASS I, METHOD B) (TON) 153 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 37.0000 64,010.00 1,097.950 40,624 154 DETECTABLE WARNING SURFACE SQFT 27.0000 8,100.00 300.000 8,100 155 MINOR CONCRETE DIKE (TYPE C) LF 90.0000 5,670.00 65.000 5,850 156 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 190,000.00 14.100 13,395.00 200.000 190,000 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 72,600.00 110.000 72,600 (COLORED CONCRETE) 158 MINOR CONCRETE (TEXTURED PAVING) CY 1,700.0000 13,600.00 8.000 13,600 159 REMOVE CONCRETE CY 260.0000 2,080.00 8.000 2,080 (CURB, GUTTER, AND SIDEWALK) (CY) 160 MINOR CONCRETE DIKE (TYPE F) LF 90.0000 12,600.00 241.000 21,690 161 MISCELLANEOUS IRON AND STEEL LB 2.7500 16,698.00 478.000 1,314.50 6,072.000 16,698 (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 14,670.900 88,465 164 STUCCO FINISH SQFT 13.0700 146,932.94 11,242.000 146,932 (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 3,500.000 35,385.00 32,830.000 331,911 168 CHAIN LINK FENCE (TYPE CL-6) LF 27.4500 169,366.50 2,200.000 60,390 169 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 4,962.000 16,027.26 11,129.000 35,946 173 REMOVE PAVEMENT MARKER EA 1.0100 3,322.90 1,889.000 1,907 174 DELINEATOR (CLASS 1) EA 40.4000 14,544.00 0.000 0 175 GUARD RAILING DELINEATOR EA 30.0000 930.00 15.000 450.00 15.000 450 176 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0400 29,007.20 3,407.000 13,764 177 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 36.000 3,636 180 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 16,121.00 256.770 4,223 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,692.50 144.000 2,052 (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 95,550.00 675.000 26,325 196 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 57,708.00 250.000 48,090 (ARCHITECTURAL TREATMENT) 199 CONCRETE BARRIER (TYPE 60MC) LF 207.5100 379,743.30 1,714.000 355,672 (ARCHITECTURAL TREATMENT) 200 TRANSITION RAILING (TYPE WB-31) EA 6,666.0000 26,664.00 1.000 6,666 201 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,414.0000 9,898.00 4.000 5,656 202 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,242.0000 46,662.00 5.000 21,210 203 ALTERNATIVE CRASH CUSHION SYSTEM EA 44,440.0000 88,880.00 3.000 133,320 204 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 834.1500 125,122.50 150.000 125,122 (F) 205 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 321.6000 137,323.20 244.500 78,631 (F) 206 REMOVE GUARDRAIL LF 10.1000 17,776.00 950.000 9,595.00 1,850.000 18,685 207 CONCRETE BARRIER LF 321.6000 277,862.40 864.000 277,862 (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 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,152.00 119,882.000 38,362 214 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 9,607.000 1,921 219 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,145.00 14,326.000 6,446 220 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5300 657.80 908.000 2,297 221 12" RUMBLE STRIP STA 41.0000 7,380.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 222 12" RUMBLE STRIP STA 92.0000 80,960.00 500.000 46,000 (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 0.018 6,714.00 0.746 278,258 230 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 1,200,000.0000 1,200,000.00 0.009 10,800.00 0.739 886,800 231 MODIFYING TRAFFIC MONITORING STATIONS LS 127,000.0000 127,000.00 0.550 69,850.00 0.616 78,232 PROGRAM CAS145 PAGE 10 DATE 11/19/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-344904 TIME 11:24 AM ESTIMATE NO. 027 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 11/18/24 R.E. NAME: NASH MUNES DATE OF THIS ESTIMATE 11/19/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,716,249.69 51,432,802.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 150,237.60 8,849,812.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,866,487.29 60,282,614.84 232 MOBILIZATION LS 6,500,000.0000 6,500,000.00 1.000 6,500,000 ORIGINAL CONTRACT AMOUNT 70,580,000.00 TOTAL WORK COMPLETED 1,866,487.29 66,782,614.84 MATERIALS ON HAND ON SITE -9,292.00 630,543.74 DEDUCTIONS -40,422.00 -70,422.00 TOTAL 1,816,773.29 67,342,736.58 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 08/14/24 379 178 0 0 80% 79% PROGRESS IS SATISFACTORY NASH MUNES RESIDENT ENGINEER