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 07/17/25 EST. NO. 028 TIME 02:41 PM R.E. NAME: TUN, YANNAING 04-0Q30U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0059 5,183.10 E.W. @ F.A.(+) 031325 N 0512.0 0060 4,214.27 112624 N 0501.0 0060-1 -4,214.27 112624 N 0501.0 DAO CORRECTING ENTRY 0060-2 4,214.27 112624 N 0501.0 DAO CORRECTING ENTRY 0061 5,271.98 111824 N 0320.1 0062 13,464.09 041625 N 0491.0 005 0006 31,917.98 E.W. @ F.A.(+) 063025 N 6 006 0040 1,359.36 E.W. @ F.A.(+) 041125 N 0492.0 007 0028 2,736.72 E.W. @ F.A.(+) 091124 N 0497.1 0029 7,007.73 123024 N 0502.1 0030 3,389.73 122324 N 0503.1 0031 3,530.26 123024 N 0504.1 0032 10,320.04 010225 N 0505.1 0033 3,879.59 020625 N 0506.1 0034 8,753.98 020725 N 0507.1 0035 8,229.45 022825 N 0509.1 0036 8,075.27 022725 N 0510.1 0037 10,213.31 032025 N 0513.1 0038 19,173.68 022825 N 0443.1 0039 4,214.27 112624 N 0501.2 0040 17,120.71 092624 N 0319.1 0041 29,067.50 031925 N 0520.0 009 0072 1,302.05 E.W. @ F.A.(+) 022025 N 0432.1 0073 583.18 022625 N 0434.1 0074 737.86 022825 N 0435.1 0075 5,614.30 012325 N 0402.1 0076 18,795.30 012925 N 0404.1 0077 1,302.95 051225 N 0489.0 022 0020 3,729.05 E.W. @ F.A.(+) 051325 N 0493.0 0021 3,844.24 051425 N 0494.0 0022 3,385.54 051625 N 0495.0 0023 3,729.05 051325 N 0517.0 0024 3,844.24 051425 N 0518.0 0025 3,385.54 051625 N 0519.0 029 0004 7,786.76 E.W. @ F.A.(+) 022525 N 0511.1 0005 2,012.32 022625 N 315154 0006 671.03 022825 N 315155 032 0003 20,549.76 E.W. @ F.A.(+) 032725 N 0462.1 0004 26,211.30 032625 N 0463.1 0005 3,357.46 032525 N 0464.1 036 0001 620,227.63 E.W. @ L.S.(+) 062325 N 1 038 0001 74,871.50 E.W. @ L.S.(+) 063025 N 1 1,003,064.08 TOTAL THIS ESTIMATE 31,978,156.89 TOTAL PREVIOUS ESTIMATE 32,981,220.97 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 07/17/25 EST. NO. 028 TIME 02:41 PM R.E. NAME: TUN, YANNAING 04-0Q30U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-680-R11.0/R21.9 ----------------------- 04-CC-680-R0.0/0.9 BAY CITIES PAVING & GRADING, IN ALAMED AND CONTRA COSTA INC. COUNTIES AT SUNOL AND IN SAN RAMON 1450 CIVIC CT BUILDING B #400 FROM KOOPMANN ROAD UNDERCROSSING CONCORD CA 94520 TO 0.9 MILE NORTH OF ALCOSTA BOULVARD OVERCROSSING FED. AID NO. ACIM-6801(990)E CONSTRUCT EXPRESS LANES AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,475.0000 2,475.00 1.000 2,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 32,086.9800 32,086.98 0.750 24,065 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,821.0000 1,974,700.00 22.000 62,062.00 526.000 1,483,846 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 120,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 40,000.00 21.000 4,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 646,000.0000 646,000.00 0.030 19,380.00 0.760 490,960 007 DEVELOP WATER SUPPLY LS 101,000.0000 101,000.00 0.030 3,030.00 0.920 92,920 008 CONSTRUCTION AREA SIGNS LS 77,500.0000 77,500.00 0.650 50,375 009 TRAFFIC CONTROL SYSTEM LS 3,869,693.1300 3,869,693.13 0.030 116,090.79 0.920 3,560,117 010 TRAFFIC CONTROL SUPERVISOR DAY 890.9700 490,033.50 20.000 17,819.40 509.000 453,503 011 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 454.1500 249,782.50 20.000 9,083.00 523.000 237,520 012 TYPE III BARRICADE EA 60.0000 240.00 4.000 240.00 8.000 480 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 11,200.00 378.000 1,890 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 738,000.00 1,409,669.000 845,801 015 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 100,450.00 36.000 1,260 016 PLASTIC TRAFFIC DRUMS EA 55.0000 121,550.00 400.000 22,000.00 1,402.000 77,110 017 PORTABLE RADAR SPEED FEEDBACK SIGN EA 121.3700 121,370.00 20.000 2,427.40 1,000.000 121,370 SYSTEM DAY 018 TEMPORARY PAVEMENT MARKER EA 8.0000 169,600.00 198.000 1,584.00 24,953.000 199,624 019 TEMPORARY BARRIER SYSTEM LF 10.9700 1,821,020.00 157,220.000 1,724,703 020 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 139,950.2100 139,950.21 0.030 4,198.51 0.920 128,754 021 TEMPORARY AUTOMATED END OF QUEUE EA 776.5900 31,063.60 20.000 15,531 WARNING SYSTEM (TYPE 2) DAY 022 END OF QUEUE MONITORING AND EA 1,251.8100 12,518.10 5.000 6,259 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY PROGRAM CAS145 PAGE 2 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVABLE BARRIER SYSTEM LS 2,366,200.7100 2,366,200.71 0.000 0 024 MOVABLE BARRIER CRASH CUSHION EA 2,128.5000 170,280.00 0.000 0 025 LATERAL SHIFT OF MOVABLE BARRIER EA 364.8700 729,740.00 0.000 0 026 RELOCATE MOVABLE BARRIER LF 2.6800 509,200.00 0.000 0 027 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 247,500.00 1.000 4,500.00 29.000 130,500 028 TEMPORARY RADAR SPEED FEEDBACK EA 4,300.0000 34,400.00 8.000 34,400 SIGN SYSTEM 029 JOB SITE MANAGEMENT LS 76,408.0300 76,408.03 0.030 2,292.24 0.920 70,295 030 PREPARE STORM WATER POLLUTION PREVENTION LS 81,660.0000 81,660.00 0.500 40,830 PLAN 031 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 39.000 19,500 032 STORM WATER SAMPLING AND ANALYSIS DAY EA 260.0000 10,400.00 39.000 10,140 033 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 034 MOVE-IN/MOVE-OUT EA 600.0000 9,000.00 16.000 9,600 (TEMPORARY EROSION CONTROL) 035 TEMPORARY HYDRAULIC MULCH SQYD 0.6800 82,280.00 206,899.000 140,691 (BONDED FIBER MATRIX) 036 TEMPORARY COVER SQYD 2.7100 16,476.80 12,008.000 32,541 037 TEMPORARY CHECK DAM LF 5.4400 652.80 469.000 2,551 038 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 81,250.00 650.000 81,250 039 TEMPORARY FIBER ROLL LF 3.2800 131,200.00 52,683.000 172,800 040 TEMPORARY REINFORCED SILT FENCE LF 6.8500 100,695.00 15,039.000 103,017 041 TEMPORARY SILT FENCE LF 2.3900 10,755.00 11,166.000 26,686 042 TEMPORARY CONSTRUCTION ENTRANCE EA 4,915.5300 113,057.19 15.000 73,732 043 STREET SWEEPING LS 24,528.9900 24,528.99 0.030 735.87 0.920 22,566 044 TEMPORARY ACTIVE TREATMENT SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 045 TEMPORARY CONCRETE WASHOUT LS 168,000.0000 168,000.00 0.030 5,040.00 0.920 154,560 046 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 65.0000 2,600.00 5.000 325 047 WATER QUALITY MONITORING REPORT EA 520.0000 10,400.00 0.000 0 048 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 6,730.00 11,782.000 11,782 STRIPE (HAZARDOUS WASTE) 049 TREATED WOOD WASTE LB 0.2000 43,400.00 5,545.000 1,109.00 178,685.000 35,737 PROGRAM CAS145 PAGE 3 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 540,450.0000 540,450.00 0.030 16,213.50 0.780 421,551 051 NATURAL RESOURCE PROTECTION PLAN LS 4,200.0000 4,200.00 1.000 4,200 052 NOISE MONITORING LS 3,832.6500 3,832.65 0.060 229.96 0.920 3,526 053 REMOVE CONCRETE (CY) CY 76.9400 85,403.40 486.400 37,423.62 1,048.300 80,656 054 TEMPORARY HIGH-VISIBILITY FENCE LF 3.4800 116,580.00 187.000 650.76 45,010.000 156,634 055 CLEARING AND GRUBBING (LS) LS 825,375.0000 825,375.00 1.000 825,375 056 DUST PALLIATIVE LS 23,455.8400 23,455.84 0.030 703.68 0.920 21,579 057 ROADWAY EXCAVATION CY 47.1300 6,551,070.00 6,441.000 303,564.33 138,894.000 6,546,074 058 ROADWAY EXCAVATION (TYPE Z-2) CY 325.8500 52,136.00 160.000 52,136 (AERIALLY DEPOSITED LEAD) 059 ROADWAY EXCAVATION (TYPE COM) CY 57.6400 247,852.00 4,300.000 247,852 (AERIALLY DEPOSITED LEAD) 060 STRUCTURE EXCAVATION (RETAINING WALL) CY 96.0400 269,872.40 2,810.000 269,872 (F) 061 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 98.1900 322,259.58 3,282.000 322,259 (F) 062 STRUCTURE BACKFILL (SLURRY CEMENT) CY 1,900.0000 262,200.00 138.000 262,200 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 95.7900 158,628.24 1,656.000 158,628 (F) 064 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 25.0900 14,702.74 586.000 14,702 (F) 065 DITCH EXCAVATION CY 96.9400 52,347.60 1,158.000 112,256 066 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 7.2500 45,892.50 3,541.900 25,678.78 6,330.400 45,895 CLASS B2 067 CLASS 1 PAVING GRID SQYD 23.2400 13,246.80 570.000 13,246 068 GEOSYNTHETIC REINFORCEMENT SQYD 20.3800 59,917.20 2,940.000 59,917 069 MAINTAIN EXISTING PLANTED AREAS LS 2,000.0000 2,000.00 0.500 1,000 070 CHECK AND TEST EXISTING IRRIGATION LS 7,000.0000 7,000.00 1.000 7,000 FACILITIES 071 REMOVE IRRIGATION FACILITY LS 7,000.0000 7,000.00 1.000 7,000 072 CONTROL AND NEUTRAL CONDUCTORS LS 14,000.0000 14,000.00 0.810 11,340 073 3" PLASTIC PIPE (CLASS 315) LF 34.0000 26,520.00 619.000 21,046 (SUPPLY LINE) 074 8" WELDED STEEL PIPE CONDUIT LF 341.0000 214,830.00 532.000 181,412 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 10,800.00 1.000 600.00 11.000 6,600 076 IMPORTED TOPSOIL (CY) CY 150.0000 43,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRY SEED (SQFT) SQFT 0.2600 2,233.40 10,400.000 2,704 078 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5300 419,760.00 64,583.000 34,228.99 814,260.000 431,557 079 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7600 95,760.00 11,491.000 8,733.16 95,826.000 72,827 080 HYDROMULCH SQFT 0.0500 56,000.00 40,924.000 2,046.20 1,117,299.000 55,864 081 FIBER ROLLS LF 4.4900 333,607.00 5,143.000 23,092.07 68,363.000 306,949 082 HYDROSEED SQFT 0.1800 201,600.00 40,924.000 7,366.32 1,117,299.000 201,113 083 COMPOST (CY) CY 38.3000 131,752.00 148.000 5,668.40 3,206.000 122,789 084 PERMANENT EROSION CONTROL ESTABLISHMENT LS 18,000.0000 18,000.00 0.000 0 WORK 085 CLASS 2 AGGREGATE SUBBASE CY 43.6100 702,121.00 814.700 35,529.07 15,782.200 688,261 086 CLASS 2 AGGREGATE BASE (CY) CY 52.8400 1,120,208.00 2,003.520 105,866.00 20,376.030 1,076,669 087 LEAN CONCRETE BASE CY 400.0000 120,000.00 0.000 0 088 LEAN CONCRETE BASE RAPID SETTING CY 370.0000 4,699,000.00 280.000 103,600 089 ASPHALT TREATED PERMEABLE BASE CY 200.6700 112,375.20 551.900 110,749 090 BASE BOND BREAKER SQYD 4.0000 15,720.00 1,233.000 4,932 091 PRIME COAT TON 1,467.9000 293,580.00 7.210 10,583 092 HOT MIX ASPHALT (TYPE A) TON 116.5000 7,432,700.00 62,128.970 7,238,025 093 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 4,485,000.00 28,414.450 3,693,878 094 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 129.0000 1,231,950.00 8,897.930 1,147,832 (OPEN GRADED FRICTION COURSE) 095 ASPHALT BINDER TON 1.0000 210.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 096 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.5000 497,500.00 147,523.000 368,807 (PAVING MAT) 097 DATA CORE LS 7,700.0000 7,700.00 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6200 14,691.60 1,077.000 4,975 099 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6200 88,704.00 8,452.000 39,048 100 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6200 91,938.00 12,459.000 57,560 101 PLACE HOT MIX ASPHALT SQYD 1.6700 14,011.30 7,860.000 13,126 (MISCELLANEOUS AREA) 102 TACK COAT TON 1,359.5100 285,497.10 6.260 8,510.53 106.040 144,162 103 REMOVE ASPHALT CONCRETE DIKE LF 0.6800 32,232.00 6,228.000 4,235.04 47,082.000 32,015 PROGRAM CAS145 PAGE 5 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.6300 1,204,820.00 13,212.300 74,385.25 212,292.990 1,195,209 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 JOINTED PLAIN CONCRETE PAVEMENT CY 335.0000 8,911,000.00 21,042.520 7,049,244 107 PRECAST CONCRETE PAVEMENT CY 765.0000 20,808,000.00 0.000 0 108 DRILL AND BOND (DOWEL BAR) EA 60.0000 43,200.00 479.000 28,740 109 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 749.9000 427,443.00 523.000 392,197 110 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 10.0600 591,528.00 10,740.000 108,044 111 REMOVE CONCRETE PAVEMENT AND BASE CY 90.2800 5,028,596.00 55,527.000 5,012,977 112 GRINDING NEW CONCRETE PAVEMENT SQYD 6.0000 612,000.00 1,000.000 6,000.00 96,000.000 576,000 113 SOIL NAIL LF 43.5400 2,124,664.92 51,337.000 2,235,212 114 24" CAST-IN-DRILLED-HOLE CONCRETE LF 675.0000 567,000.00 675.000 455,625 PILE (LIGHT FOUNDATION) 115 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,895.0000 1,648,650.00 870.000 1,648,650 PILE (SIGN FOUNDATION) 116 STRUCTURAL CONCRETE, RETAINING WALL CY 980.0000 2,709,700.00 2,765.000 2,709,700 (F) 117 STRUCTURAL CONCRETE, BARRIER SLAB CY 700.0000 2,195,900.00 3,137.000 2,195,900 (F) 118 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,958.0300 3,165,092.10 78.500 232,205.36 998.700 2,954,184 (F) 119 MINOR CONCRETE (MINOR STRUCTURE) CY 4,105.0300 65,680.48 4.550 18,677.89 25.100 103,036 (F) 120 MINOR CONCRETE (BACKFILL) CY 281.7000 656,361.00 41.900 11,803.23 2,164.200 609,655 (F) 121 CONCRETE SURFACE TEXTURE SQFT 15.2500 1,745,423.50 44,715.000 681,903 (F) (CRACKED LIMESTONE) 122 JOINT SEAL (TYPE A MODIFIED) LF 52.0000 25,376.00 488.000 25,376 123 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8900 587,888.28 311,052.000 587,888 (F) 124 STRUCTURAL SHOTCRETE CY 795.0000 445,200.00 560.000 445,200 (F) 125 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4500 2,436,150.00 447,000.000 2,436,150 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5500 245,850.00 447,000.000 245,850 (F) 127 REMOVE SIGN STRUCTURE (EA) EA 8,000.0000 80,000.00 10.000 80,000 128 18" ALTERNATIVE PIPE CULVERT LF 106.3500 2,031,285.00 418.400 44,496.84 18,527.700 1,970,420 129 24" ALTERNATIVE PIPE CULVERT LF 154.2500 195,897.50 278.100 42,896.93 986.300 152,136 130 BIORETENTION CY 192.0800 2,189,712.00 1,841.000 353,619.28 8,085.000 1,552,966 PROGRAM CAS145 PAGE 6 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TRASH NET (END OF PIPE CONNECTION) EA 6,512.0400 58,608.36 8.000 52,096 132 TRASH NET (DOWNDRAIN) EA 6,798.1300 380,695.28 48.000 326,310 133 6" PLASTIC PIPE WALL DRAIN LF 89.4600 10,735.20 110.400 9,876 134 18" REINFORCED CONCRETE PIPE LF 147.2200 262,051.60 6.000 883.32 1,604.300 236,185 135 24" REINFORCED CONCRETE PIPE LF 152.8300 88,641.40 59.100 9,032.25 577.500 88,259 136 36" REINFORCED CONCRETE PIPE LF 332.2500 32,560.50 97.100 32,261 137 24" CORRUGATED STEEL PIPE (.138" THICK) LF 234.9700 25,846.70 93.600 21,993.19 110.000 25,846 138 18" CORRUGATED STEEL PIPE (.138" THICK) LF 124.0500 229,492.50 242.700 30,106.94 1,544.900 191,644 139 18" SLOTTED CORRUGATED STEEL PIPE LF 250.5900 298,202.10 1,013.100 253,872 (.064" THICK) 140 3" PLASTIC PIPE (EDGE DRAIN) LF 26.0600 64,368.20 2,470.000 64,368 141 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 56.2600 6,188.60 110.000 6,188 142 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.3000 76,038.00 121.900 20,150.07 373.300 61,706 (.109" THICK) 143 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 213.8200 19,029.98 0.000 0 (.109" THICK) 144 36" CORRUGATED STEEL PIPE INLET LF 897.1200 25,119.36 12.100 10,855 (.138" THICK) 145 18" ALTERNATIVE FLARED END SECTION EA 778.7900 21,806.12 15.000 11,681.85 20.000 15,575 146 24" ALTERNATIVE FLARED END SECTION EA 1,003.7600 7,026.32 1.000 1,003.76 7.000 7,026 147 36" PRECAST CONCRETE PIPE INLET LF 779.0200 7,790.20 9.200 7,166 148 ABANDON CULVERT (LF) LF 21.6100 8,211.80 60.000 1,296 149 REMOVE OVERSIDE DRAIN EA 967.8200 1,935.64 1.000 967 150 REMOVE CULVERT (LF) LF 42.3600 194,008.80 2.000 84.72 3,482.000 147,497 151 REMOVE INLET EA 1,004.8100 68,327.08 4.000 4,019.24 53.000 53,254 152 REMOVE FLARED END SECTION (EA) EA 547.5100 1,642.53 2.000 1,095 153 ADJUST INLET EA 1,095.0000 1,095.00 0.000 0 154 ADJUST DRAINAGE MANHOLE EA 3,930.2100 3,930.21 1.000 3,930 155 MODIFY INLET EA 6,307.5100 126,150.20 22.000 138,765 156 MODIFY INLET TO MANHOLE EA 5,414.5100 59,559.61 10.000 54,145 157 REMOVE EDGE DRAIN LF 20.2600 326,186.00 14,864.950 301,163 PROGRAM CAS145 PAGE 7 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CLEANING, INSPECTING, AND PREPARING LF 33.0000 43,230.00 0.000 0 CULVERT (LF) 159 CULVERT SLURRY-CEMENT BACKFILL CY 211.2800 783,848.80 3,439.000 726,591 160 SAND BACKFILL CY 211.2800 5,282.00 0.000 0 161 18" MACHINE SPIRAL WOUND PVC PIPELINER LF 182.0000 238,420.00 0.000 0 (EXPANDABLE DIAMETER) 162 ROCK SLOPE PROTECTION CY 386.5400 96,635.00 49.800 19,249.69 216.200 83,569 (60 LB, CLASS II, METHOD B) (CY) 163 ROCK SLOPE PROTECTION CY 170.3000 91,962.00 498.000 84,809 (20 LB, CLASS I, METHOD B) (CY) 164 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.1100 4,620.90 1,852.900 3,909 165 MINOR CONCRETE (GUTTER) (LF) LF 43.1600 345,711.60 8,010.000 345,711 166 MINOR CONCRETE (MISCELLANEOUS CY 911.6600 428,480.20 330.340 301,157 CONSTRUCTION) 167 MINOR CONCRETE (TEXTURED PAVING) CY 889.7500 435,977.50 219.800 195,567 168 MISCELLANEOUS IRON AND STEEL LB 1.5900 246,450.00 12,062.000 19,178.58 134,847.000 214,406 (F) 169 SIGNAL AND LIGHTING (CITY) LS 10,000.0000 10,000.00 0.000 0 170 ELECTRONIC TOLL SYSTEM LS 12,370,000.0000 12,370,000.00 0.015 185,550.00 0.867 10,724,790 171 REMOVE AND REPLACE MONUMENT EA 2,052.2800 2,052.28 0.000 0 172 PREPARE AND PAINT CONCRETE SQFT 65.0000 15,600.00 0.000 0 173 TEMPORARY FENCE (TYPE CL-6) LF 8.7500 38,762.50 2,762.000 24,167 174 CHAIN LINK FENCE (TYPE CL-6) LF 24.5600 41,752.00 1,861.000 45,706 175 REMOVE CHAIN LINK FENCE LF 4.9400 8,398.00 1,580.000 7,805 176 REMOVE PAVEMENT MARKER EA 1.0000 3,980.00 13,181.000 13,181 177 GUARD RAILING DELINEATOR EA 22.0000 3,740.00 26.000 572 178 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 45,200.00 500.000 2,500 179 TREATMENT BEST MANAGEMENT EA 45.0000 1,440.00 26.000 1,170 PRACTICE MARKER 180 OBJECT MARKER (TYPE P) EA 165.0000 9,405.00 26.000 4,290 181 OBJECT MARKER (TYPE K-1) EA 40.0000 40.00 0.000 0 182 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 7,400.00 31.000 3,100.00 31.000 3,100 183 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 300.00 5.000 500.00 5.000 500 184 REMOVE ROADSIDE SIGN EA 50.0000 900.00 11.000 550.00 11.000 550 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 8 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE SIGN PANEL EA 50.0000 100.00 0.000 0 186 REMOVE SIGN OVERLAY EA 516.6700 1,550.01 2.000 1,033 187 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 1,200.00 1.000 200.00 1.000 200 188 RELOCATE SIGN PANEL EA 817.0000 4,085.00 3.000 2,451 189 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 166,500.00 -115.300 -3,459.00 5,550.030 166,500 190 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.1500 1,607.50 0.000 0 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6500 19,147.50 489.480 8,149.84 489.480 8,149 (0.063"-UNFRAMED) 192 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9000 7,950.00 315.500 5,016.45 315.500 5,016 (0.080"-UNFRAMED) 193 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.0500 4,347.00 113.250 3,516.41 113.250 3,516 (0.063"-FRAMED) 194 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.9500 13,416.00 201.000 5,617.95 201.000 5,617 (0.080"-FRAMED) 195 METAL (BARRIER MOUNTED SIGN) LB 10.5000 39,375.00 1,558.000 16,359.00 1,558.000 16,359 196 ROADSIDE SIGN - ONE POST EA 285.0000 16,815.00 30.000 8,550.00 30.000 8,550 197 ROADSIDE SIGN - TWO POST EA 485.0000 6,305.00 9.000 4,365.00 9.000 4,365 198 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,200.00 11.000 1,100.00 11.000 1,100 METHOD) 199 INSTALL TEMPORARY SIGN OVERLAY SQFT 15.0000 23,400.00 1,560.000 23,400 200 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 13,950.00 930.000 13,950 201 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 0.000 0 EXISTING POST 202 INSTALL ROADSIDE SIGN EA 5,500.0000 11,000.00 1.000 5,500.00 1.000 5,500 (LAMINATED WOOD BOX POST) 203 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 33,600.00 325.000 11,375 204 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.5000 992,250.00 16,162.750 654,591 205 MIDWEST GUARDRAIL SYSTEM (8' WOOD POST) LF 191.0000 42,020.00 225.000 42,975 206 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.7900 364,005.50 3,483.000 232,629 207 CABLE RAILING LF 265.5500 3,717.70 14.000 3,717 (F) 208 TRANSITION RAILING (TYPE WB-31) EA 4,675.0000 84,150.00 9.000 42,075 209 END CAP (TYPE A) EA 450.0000 1,800.00 5.000 2,250 210 END ANCHOR ASSEMBLY (TYPE SFT) EA 990.0000 33,660.00 25.000 24,750 211 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 97,200.00 22.000 79,200 PROGRAM CAS145 PAGE 9 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ALTERNATIVE CRASH CUSHION SYSTEM EA 38,000.0000 76,000.00 0.000 0 213 CONCRETE BARRIER (TYPE 60MC) LF 216.5900 67,142.90 0.000 0 214 CONCRETE BARRIER (TYPE 60MD) LF 71.2300 45,587.20 640.000 45,587 215 CONCRETE BARRIER (TYPE 60MG) LF 146.7600 2,509,596.00 16,912.160 2,482,028 216 CONCRETE BARRIER (TYPE 60MGC) LF 181.8900 2,637,405.00 14,413.000 2,621,580 217 CONCRETE BARRIER (TYPE 60MGF) LF 431.6800 176,988.80 410.000 176,988 218 CONCRETE BARRIER (TYPE 60MGF MODIFIED A) LF 441.7400 225,287.40 510.000 225,287 219 CONCRETE BARRIER (TYPE 60MGF MODIFIED LF 430.0000 266,600.00 615.500 264,665 B) 220 CONCRETE BARRIER (TYPE 60MGC MODIFIED LF 431.5700 893,349.90 2,066.000 891,623 A) 221 CONCRETE BARRIER (TYPE 60MGC MODIFIED LF 475.8900 52,347.90 103.400 49,207 B) 222 CONCRETE BARRIER (TYPE 60MGC MODIFIED LF 392.8700 26,322.29 66.500 26,125 C) 223 CONCRETE BARRIER (TYPE 60P MODIFIED) LF 472.7600 11,346.24 24.000 11,346 224 CONCRETE BARRIER (TYPE 60R MODIFIED A) LF 710.8900 312,791.60 438.400 311,654 225 CONCRETE BARRIER (TYPE 60C MOD CHP) LF 211.4000 44,394.00 210.000 44,394 226 CONCRETE BARRIER (TYPE 60R MODIFIED LF 773.4200 100,544.60 122.000 94,357 B) 227 CONCRETE BARRIER (TYPE 60MF MODIFIED) LF 337.8300 94,592.40 277.000 93,578 228 CONCRETE BARRIER (TYPE 60MGP) LF 487.4400 187,664.40 385.000 187,664 229 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 354.0000 3,101,040.00 8,770.000 3,104,580 230 CONCRETE BARRIER (TYPE 60MGF MODIFIED LF 439.9700 70,395.20 160.000 70,395 C) 231 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 191.0000 171,327.00 897.000 171,327 (F) 232 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 189.0000 1,163,862.00 6,158.000 1,163,862 (F) 233 REMOVE GUARDRAIL LF 4.5000 118,800.00 25,394.900 114,277 234 REMOVE CONCRETE BARRIER LF 28.8700 1,033,546.00 35,805.500 1,033,704 235 REMOVE CRASH CUSHION EA 701.9900 701.99 0.000 0 236 REMOVE CRASH CUSHION (SAND FILLED) EA 400.0000 1,200.00 0.000 0 237 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,050.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 51,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 239 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 229,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 240 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 4,477.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 241 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 11,280.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 242 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 44,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 243 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 15.0000 168,000.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 244 12" THERMOPLASTIC TRAFFIC STRIPE LF 8.5000 70,380.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 245 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 218,000.00 252,660.000 252,660 246 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 30.0000 3,900.00 378.000 11,340 247 12" RUMBLE STRIP STA 83.9500 7,807.35 0.000 0 (ASPHALT CONCRETE PAVEMENT) 248 12" RUMBLE STRIP STA 357.9300 46,530.90 0.000 0 (CONCRETE PAVEMENT) 249 12" TRAFFIC STRIPE TAPE (WARRANTY) LF 16.0000 2,880.00 0.000 0 250 CONTRAST STRIPE PAINT (1-COAT) LF 0.1500 86,400.00 43,388.000 6,508.20 543,841.000 81,576 251 CONTRAST STRIPE PAINT (2-COAT) LF 0.3000 51,600.00 0.000 0 252 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 49,440.00 0.000 0 253 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.2500 652.50 0.000 0 (BROKEN 17-7) 254 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.2500 212,850.00 0.000 0 (BROKEN 36-12) 255 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 11.0000 2,090.00 0.000 0 256 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 5.0000 152,500.00 0.000 0 (BROKEN 36-12) 257 8" TRAFFIC STRIPE (WARRANTY) LF 5.0000 950.00 0.000 0 (BROKEN 12-3) 258 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 100,000.0000 100,000.00 0.700 70,000 SYSTEM ELEMENTS DURING CONSTRUCTION 259 FIBER OPTIC CABLE SYSTEMS LS 4,485,000.0000 4,485,000.00 0.001 4,485.00 0.862 3,866,070 260 TEMPORARY LIGHTING SYSTEMS LS 300,000.0000 300,000.00 1.000 300,000 261 TEMPORARY RAMP METERING SYSTEMS LS 675,000.0000 675,000.00 0.032 21,600 262 TEMPORARY TRAFFIC MONITORING STATION LS 750,000.0000 750,000.00 1.000 750,000 SYSTEMS PROGRAM CAS145 PAGE 11 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 MODIFYING HIGH SPEED WEIGH-IN-MOTION LS 685,000.0000 685,000.00 0.023 15,755 SYSTEM 264 MODIFYING LIGHTING SYSTEMS LS 4,375,000.0000 4,375,000.00 0.052 227,500.00 0.853 3,731,875 265 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 100,000.0000 100,000.00 0.143 14,300 266 MODIFYING RAMP METERING SYSTEMS LS 1,550,000.0000 1,550,000.00 0.006 9,300.00 0.592 917,600 267 MODIFYING TRAFFIC MONITORING STATION LS 1,650,000.0000 1,650,000.00 0.022 36,300.00 0.611 1,008,150 SYSTEMS 268 MODIFYING HIGHWAY ADVISORY RADIO LS 225,000.0000 225,000.00 0.221 49,725 SYSTEMS PROGRAM CAS145 PAGE 12 DATE 07/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q30U4 TIME 02:41 PM ESTIMATE NO. 028 BID OPENING 07/28/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/25 R.E. NAME: TUN, YANNAING DATE OF THIS ESTIMATE 07/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,344,109.86 112,548,115.82 ADJUSTMENT OF COMPENSATION 0.00 2,423,289.02 EXTRA WORK 1,003,064.08 30,557,931.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,347,173.94 145,529,336.79 269 MOBILIZATION LS 17,371,955.0200 17,371,955.02 1.000 17,371,955 ORIGINAL CONTRACT AMOUNT 175,969,550.24 TOTAL WORK COMPLETED 3,347,173.94 162,901,291.81 MATERIALS ON HAND ON SITE -60,275.00 2,202,480.00 DEDUCTIONS 0.00 0.00 TOTAL 3,286,898.94 165,103,771.81 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 12/13/22 950 02/06/23 02/06/23 04/01/27 529 80 0 0 91% 56% PROGRESS IS SATISFACTORY TUN, YANNAING RESIDENT ENGINEER