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 05/06/24 EST. NO. 045 TIME 11:29 AM R.E. NAME: NATHAN ALTERON 03-4E62U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 024 0066 21,377.07 E.W. @ F.A.(+) 080922 N 0531.1 21,377.07 TOTAL THIS ESTIMATE 3,834,445.83 TOTAL PREVIOUS ESTIMATE 3,855,822.90 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 05/06/24 EST. NO. 045 TIME 11:29 AM R.E. NAME: NATHAN ALTERON 03-4E62U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% WITHHOLD 9-1.16 -91,648.23 002 RELEASE 25% WITHHOLD 91,648.23 004 SURVEY STAKING -4,777.00 006 25%WITHHOLD FOR QC -94,908.66 008 25% WITHHOLD FOR QC 94,908.66 010 25% WITHHOLD 9-1.16 -255,606.77 015 RETURN 25% 9-1.16 255,606.77 016 PERFORM FAILURE 25% -229,887.25 020 RTN PERFORM FAILURE 229,887.25 021 DEDUCT TRUCKING 5/22 -10,000.00 024 CONTRACT COMPLIANCE -590,259.00 028 RTN CONTR COMPLIANCE 590,259.00 030 PUNCHLIST WITHHOLD -86,016.00 031 CONC PUNCHLIST -70,000.00 033 DEDUCT FOR CO34 -137,937.20 033 PRND KRAIL ADJUST -250,000.00 033 RTN SOME KRAIL 2/23 100,000.00 034 RTN PART PUNCH LIST 46,016.00 037 RTN TRUCKING 5/22 10,000.00 038 RTN CONC PUNCHLIST 70,000.00 040 RTN PART PUNCH LIST 30,000.00 040 RTN PART PUNCH LIST 10,000.00 042 MISSING 4401 YR 2020 -10,000.00 044 MISSING 4401 YR 2022 -10,000.00 044 MISSING 4401 YR 2023 -10,000.00 044 RETURN 4401 YR 2020 10,000.00 045 10,000.00 -312,714.20 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402 -10,000.00 044 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/20 -10,000.00 005 PER 1/20/21 LETTER -10,000.00 006 PER 2/20 LETTER -3,000.00 007 PER 3/21 DEDUCT -3,000.00 008 RELEASE 12/20 DEDUCT 10,000.00 008 RELEASE 2/21 DEDUCT 3,000.00 008 PER 4/21 LETTER -5,000.00 009 PER 5/21 LETTER -10,000.00 011 PER 6/21 LETTER -1,000.00 012 RELEASE 03/21 DEDUCT 3,000.00 014 RELEASE 4/21 DEDUCT 5,000.00 014 RELEASE 6/21 DEDUCT 1,000.00 014 PER 3/22 LTR -10,000.00 022 RETURN LTTR 3/2022 10,000.00 023 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 05/06/24 EST. NO. 045 TIME 11:29 AM R.E. NAME: NATHAN ALTERON 03-4E62U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEDUCT LTTR 5/22 -10,000.00 024 DEDUCT LTTR 7/2021 -5,000.00 026 RTN PER 1/20/21 LTR 10,000.00 026 RTN PER 5/21 LETTER 10,000.00 026 DEDUCT LTTR 8/22 -10,000.00 027 DEDUCT LTTR 10/22 -10,000.00 029 RTN LTTR 5/22 10,000.00 029 RTN LTTR 8/22 10,000.00 029 DEDUCT LTTR 12/22 -6,000.00 032 RTN DEDUCT LTR 10/22 10,000.00 032 DEDUCT LTTR 1/23 -5,000.00 033 DEDUCT LTTR 2/23 -10,000.00 035 DEDUCT LTTR 3/23 -10,000.00 036 RTN LTTR 7/2021 5,000.00 036 RTN LTTR 12/22 6,000.00 036 RTN LTTR 2/23 10,000.00 036 DEDUCT LTTR 5/23 -5,000.00 037 RTN LTTR 3/23 10,000.00 037 RTN LTTR 1/23 5,000.00 038 RTN LTTR 5/23 5,000.00 038 DEDUCTION LTTR 9/23 -10,000.00 040 DEDUCT LTTR 10/23 -10,000.00 041 RETURN LETTER 10/23 10,000.00 043 RETURN LETTER 9/23 10,000.00 045 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 205 -68,732.04 005 OVERBID ITEM NO. 205 -34,366.02 008 OVERBID ITEM NO. 205 -27,492.81 012 OVERBID ITEM NO. 205 -6,873.21 020 OVERBID ITEM NO. 205 137,464.08 044 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -322,714.20 PROGRAM CAS145 PAGE 1 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 LOCATION SEMI-FINAL ESTIMATE 03-ED-50-18.5/24.2 ------------------- SECURITY PAVING COMAPNY INC NEAR PLACERVILLE AND CAMINO FROM 3075 TOWNSGATE ROAD, STE 200 0.2 MILES WEST OF STILL MEADOWS WESTLAKE VILLAGE CA 91361 ROAD TO 0.4 MILE EAST OF UPPER CARSON RD. FED. AID NO. ACNH-P050(152)E INSTALL MEDIAN BARRIER, WIDEN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 1.000 3,000 003 TIME-RELATED OVERHEAD (LS) LS 735,000.0000 735,000.00 1.000 735,000 004 CONSTRUCTION AREA SIGNS LS 32,034.6800 32,034.68 1.000 32,034 005 TRAFFIC CONTROL SYSTEM LS 444,823.6800 444,823.68 1.000 444,823 006 TYPE III BARRICADE EA 105.0000 840.00 8.000 840 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.7000 7,178.00 2,704.000 10,004 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3400 15,470.00 143,360.000 48,742 009 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 31,000.00 140.000 14,000 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 16,000.0000 16,000.00 1.000 16,000 SYSTEMS 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 36,000.0000 36,000.00 1.000 36,000 012 TEMPORARY RAILING (TYPE K) LF 18.0000 239,400.00 33,210.000 597,780 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,739.2100 174,784.20 24.000 209,741 014 TEMPORARY TRAFFIC SCREEN LF 9.0000 103,500.00 360.000 3,240 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 1.000 4,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 19,000.00 39.000 19,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 163.8600 12,944.94 82.000 13,436 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 55.0000 42,350.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 800.0000 14,400.00 6.000 4,800 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 13,200.00 36,201.600 39,821 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 6.0000 20,940.00 13,272.430 79,634 024 TEMPORARY CHECK DAM LF 23.0000 28,060.00 246.000 5,658 025 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 20,475.00 22.000 4,950 026 TEMPORARY FIBER ROLL LF 4.1500 10,375.00 1,891.000 7,847 027 TEMPORARY GRAVEL BAG BERM LF 6.0000 6,000.00 31.000 186 028 GRAVEL BAG BERM LF 6.0000 900.00 0.000 0 029 TEMPORARY REINFORCED SILT FENCE LF 4.5000 22,770.00 0.000 0 030 TEMPORARY SILT FENCE LF 3.5000 18,900.00 500.000 1,750 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,604.9300 25,234.51 4.000 14,419 032 STREET SWEEPING LS 238,446.0200 238,446.02 1.000 238,446 033 TEMPORARY CONCRETE WASHOUT LS 24,579.0300 24,579.03 1.000 24,579 034 TREATED WOOD WASTE LB 0.3900 9,243.00 778.000 303 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 38,998.7300 38,998.73 1.000 38,998 036 REMOVE DECORATIVE WELL EA 3,000.0000 3,000.00 1.000 3,000 037 TEMPORARY HIGH-VISIBILITY FENCE LF 9.1700 39,339.30 2,330.000 21,366 038 CLEARING AND GRUBBING (LS) LS 57,897.2800 57,897.28 1.000 57,897 039 ROADWAY EXCAVATION CY 24.0000 984,000.00 40,476.930 971,446 040 SHOULDER BACKING TON 489.0500 36,189.70 111.000 54,284 041 STRUCTURE EXCAVATION (BRIDGE) CY 78.0000 303,186.00 3,887.000 303,186 (F) 042 STRUCTURE EXCAVATION (CULVERT) CY 50.0000 76,500.00 1,530.000 76,500 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 23.0000 130,778.00 5,686.000 130,778 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 128.5300 186,754.09 1,453.000 186,754 (F) 045 STRUCTURE BACKFILL (CULVERT) CY 450.0000 315,900.00 702.000 315,900 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 90.0000 385,740.00 4,286.000 385,740 (F) 047 DITCH EXCAVATION CY 5.0000 1,050.00 25.000 125 048 ROADSIDE CLEARING LS 5,763.6600 5,763.66 1.000 5,763 049 ORGANIC FERTILIZER LB 2.1900 24.09 10.500 23 PROGRAM CAS145 PAGE 3 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP A) EA 26.2200 2,281.14 87.000 2,281 051 PLANT (GROUP B) EA 117.9700 1,415.64 12.000 1,415 052 PLANT ESTABLISHMENT WORK LS 98,316.1300 98,316.13 1.000 98,316 053 GRAVEL MULCH SQFT 2.6000 2,860.00 1,100.000 2,860 054 DECOMPOSED GRANITE SQFT 4.7900 5,269.00 1,100.000 5,269 055 WOOD MULCH CY 327.7200 2,949.48 9.000 2,949 056 FOLIAGE PROTECTOR EA 148.5700 14,708.43 95.000 14,114 057 8" ABS COMPOSITE PIPE CONDUIT LF 87.3900 15,730.20 160.000 13,982 058 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 819.3000 7,373.70 3.000 2,457 059 DRY SEED (SQFT) SQFT 0.2200 3,564.00 73,532.000 16,177 060 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 41,800.00 208,171.690 41,634 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 85,800.00 97,648.500 53,706 062 FIBER ROLLS LF 2.9600 41,144.00 7,828.000 23,170 063 COMPOST (CY) CY 86.8500 15,633.00 180.000 15,633 064 INCORPORATE MATERIALS SQFT 0.0500 2,255.00 16,594.000 829 065 FINISHING ROADWAY LS 26,982.3200 26,982.32 1.000 26,982 066 CLASS 2 AGGREGATE BASE (CY) CY 84.4800 452,812.80 5,069.430 428,265 067 HOT MIX ASPHALT (TYPE A) TON 112.0200 2,419,632.00 25,778.660 2,887,725 068 MINOR HOT MIX ASPHALT TON 90.0000 24,300.00 241.810 21,762 069 DATA CORE LS 5,500.0000 5,500.00 1.000 5,500 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6000 480.00 163.000 260 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 11,472.00 6,817.000 10,907 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6000 8,864.00 6,228.000 9,964 073 PLACE HOT MIX ASPHALT SQYD 120.0000 1,440.00 12.000 1,440 (MISCELLANEOUS AREA) 074 TACK COAT TON 692.5000 29,777.50 15.920 11,024 075 REMOVE ASPHALT CONCRETE DIKE LF 4.2500 45,475.00 9,700.000 41,225 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1000 496,100.00 149,218.820 611,797 PROGRAM CAS145 PAGE 4 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE BASE AND SURFACING CY 100.0000 18,000.00 181.100 18,110 078 FURNISH STEEL PILING (HP 14 X 89) LF 60.0000 435,300.00 7,255.000 435,300 079 DRIVE STEEL PILE (HP 14 X 89) EA 2,600.0000 327,600.00 126.000 327,600 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 425.0000 176,800.00 416.000 176,800 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 675,900.00 751.000 675,900 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 121,600.00 128.000 121,600 (F) (POLYMER FIBER) 083 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 409,700.00 482.000 409,700 (F) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 821.6900 210,352.64 256.000 210,352 (F) (TYPE N) 085 STRUCTURAL CONCRETE, BOX CULVERT CY 1,700.0000 108,800.00 64.000 108,800 (F) 086 12' X 12' PRECAST REINFORCED CONCRETE LF 3,589.6500 394,861.50 110.000 394,861 (F) BOX CULVERT 087 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,600.0000 234,000.00 98.400 255,840 (F) 088 CONCRETE SURFACE TEXTURE SQFT 20.0000 106,680.00 5,334.000 106,680 (F) (RANDOM ROUGH STACKED ROCK) 089 CONCRETE SURFACE TEXTURE SQFT 15.0000 32,775.00 2,185.000 32,775 (F) (LIGHT GRANITE) 090 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,901.2700 193,519.05 15.000 193,519 GIRDER (50'-60') 091 FURNISH PRECAST PRESTRESSED EA 12,901.2700 25,802.54 2.000 25,802 CONCRETE RECTANGULAR GIRDER (50'-60') 092 ERECT PRECAST PRESTRESSED CONCRETE EA 10,317.5400 175,398.18 17.000 175,398 GIRDER 093 JOINT SEAL (MR 1/2") LF 78.7400 15,118.08 192.000 15,118 094 BAR REINFORCING STEEL (BRIDGE) LB 1.6200 255,788.28 157,894.000 255,788 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8000 115,630.20 64,239.000 115,630 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0700 15,233.59 14,237.000 15,233 (F) 097 BAR REINFORCING STEEL (EPOXY COATED) LB 2.2900 102,553.07 44,783.000 102,553 (F) (BRIDGE) 098 HEADED BAR REINFORCEMENT EA 75.0000 2,400.00 32.000 2,400 (F) 099 WILDLIFE ESCAPE RAMP EA 7,500.0000 30,000.00 2.000 15,000 100 REMOVE RETAINING WALL (PORTION) (CY) CY 175.0000 20,825.00 119.000 20,825 101 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.2100 12,632.40 10,440.000 12,632 102 FURNISH POLYESTER CONCRETE OVERLAY CF 96.0000 83,520.00 1,031.000 98,976 PROGRAM CAS145 PAGE 5 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.5000 88,740.00 10,440.000 88,740 (F) 104 18" REINFORCED CONCRETE PIPE LF 128.0000 61,440.00 347.100 44,428 105 24" REINFORCED CONCRETE PIPE LF 158.4000 83,952.00 388.700 61,570 106 18" CORRUGATED STEEL PIPE (.109" THICK) LF 220.6600 233,899.60 1,075.800 237,386 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 18" CONCRETE FLARED END SECTION EA 1,300.0000 3,900.00 3.000 3,900 109 24" CONCRETE FLARED END SECTION EA 1,500.0000 4,500.00 3.000 4,500 110 REMOVE CULVERT (LF) LF 50.0000 38,500.00 737.300 36,865 111 REMOVE INLET EA 1,600.0000 4,800.00 3.000 4,800 112 REMOVE HEADWALL EA 1,450.0000 1,450.00 1.000 1,450 113 ADJUST UTILITY COVER TO GRADE EA 2,200.0000 13,200.00 6.000 13,200 114 REMOVE CONCRETE (CHANNEL) CY 300.0000 1,380.00 4.600 1,380 115 18" CURED-IN-PLACE PIPELINER LF 209.1500 50,196.00 177.000 37,019 116 24" CURED-IN-PLACE PIPELINER LF 194.7300 73,997.40 374.800 72,984 117 30" CURED-IN-PLACE PIPELINER LF 318.5400 82,820.40 254.400 81,036 118 ROCK SLOPE PROTECTION CY 400.0000 7,200.00 6.700 2,680 (150 LB, CLASS III, METHOD B) (CY) 119 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 648.00 20.000 240 120 MINOR CONCRETE (CURB) (CY) CY 873.9300 28,839.69 33.000 28,839 121 DETECTABLE WARNING SURFACE SQFT 49.1500 1,474.50 30.000 1,474 122 MINOR CONCRETE (CURB AND GUTTER) CY 813.8400 73,245.60 90.000 73,245 123 MINOR CONCRETE (ISLAND PAVING) CY 1,638.6100 4,915.83 5.200 8,520 124 MINOR CONCRETE (SIDEWALK) CY 704.6000 35,230.00 49.600 34,948 125 MINOR CONCRETE (CURB RAMP) CY 1,365.5000 4,506.15 3.300 4,506 126 PRE/POST CONSTRUCTION SURVEYS EA 3,714.1700 7,428.34 2.000 7,428 127 MISCELLANEOUS IRON AND STEEL LB 4.0000 57,052.00 16,020.000 64,080 (F) 128 CONSTRUCT WATER SUPPLY LINE LS 1,750,000.0000 1,750,000.00 0.930 1,627,500 129 PREPARE AND STAIN CONCRETE SQFT 5.5000 34,991.00 6,362.000 34,991 PROGRAM CAS145 PAGE 6 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 PARKING BUMPER (PRECAST CONCRETE) EA 325.0000 6,175.00 19.000 6,175 131 RELOCATE MAILBOX EA 160.0000 160.00 1.000 160 132 TEMPORARY RELOCATE MAILBOX EA 510.0000 510.00 1.000 510 133 FENCE (TYPE WM, METAL POST) LF 45.8800 1,124,060.00 0.000 0 134 TEMPORARY FENCE (TYPE WM) LF 26.2200 7,866.00 0.000 0 135 16' WIRE MESH GATE EA 2,731.0000 19,117.00 0.000 0 136 18' CHAIN LINK GATE (TYPE CL-6) EA 3,277.2000 3,277.20 0.000 0 137 REMOVE FENCE LF 5.4600 92,820.00 16.000 87 138 REMOVE GATE EA 546.2000 546.20 0.000 0 139 RELOCATE GATE EA 1,966.3200 1,966.32 1.000 1,966 140 DELINEATOR (CLASS 2) EA 49.1500 737.25 0.000 0 141 PAVEMENT MARKER EA 11.3900 15,832.10 1,251.000 14,248 (RETROREFLECTIVE-RECESSED) 142 OBJECT MARKER (TYPE L-1) EA 81.9300 163.86 0.000 0 143 OBJECT MARKER (TYPE Q) (CA) EA 109.2400 2,184.80 10.000 1,092 144 REMOVE ROADSIDE SIGN EA 136.5500 5,598.55 39.000 5,325 145 RESET ROADSIDE SIGN EA 234.8700 469.74 0.000 0 146 RELOCATE ROADSIDE SIGN EA 131.0900 655.45 4.000 524 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.9600 2,392.00 189.250 2,263 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.9600 1,523.20 100.370 899 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.6700 154.72 16.000 154 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.4600 488.88 27.500 480 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7100 2,125.20 120.000 2,125 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH LAMINATED PANEL (1"-TYPE B) FOR SQFT 29.7700 684.71 23.000 684 RETROREFLECTIVE SHEETING (TYPE XI) 153 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.4200 1,547.00 286.870 1,267 154 ROADSIDE SIGN - ONE POST EA 300.4100 12,617.22 44.000 13,218 PROGRAM CAS145 PAGE 7 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 ROADSIDE SIGN - TWO POST EA 600.8200 6,609.02 11.000 6,609 156 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 31.9300 44,702.00 1,400.000 44,702 157 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.9600 61,527.60 998.500 75,846 158 WILDLIFE PASSAGEWAY (TYPE ML) (MODIFIED) EA 436.9600 1,747.84 1.500 655 159 WILDLIFE PASSAGEWAY (TYPE MM) (MODIFIED) EA 3,838.5900 15,354.36 4.000 15,354 160 WILDLIFE PASSAGEWAY (TYPE MS) (MODIFIED) EA 43.6900 786.42 18.000 786 161 CABLE RAILING LF 63.3600 7,413.12 0.000 0 (F) 162 TRANSITION RAILING (TYPE WB-31) EA 6,841.5500 27,366.20 3.000 20,524 163 END ANCHOR ASSEMBLY (TYPE SFT) EA 4,846.0900 19,384.36 4.000 19,384 164 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,275.9600 42,759.60 9.000 38,483 165 SEVERE-DUTY CRASH CUSHION EA 42,132.5000 168,530.00 4.000 168,530 166 CONCRETE BARRIER (TYPE 60MG) LF 100.0000 1,180,000.00 12,010.800 1,201,080 167 CONCRETE BARRIER (TYPE 60MGA) LF 155.0000 17,980.00 86.000 13,330 168 CONCRETE BARRIER (TYPE 60MGP) LF 175.0000 26,250.00 110.000 19,250 169 CONCRETE BARRIER (TYPE 60MGPT) LF 190.0000 7,600.00 40.000 7,600 170 CONCRETE BARRIER (TYPE 842) (MODIFIED) LF 160.0000 16,000.00 100.000 16,000 171 CONCRETE BARRIER TRANSITION LF 275.0000 12,375.00 30.000 8,250 (F) 172 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 170.0000 80,070.00 471.000 80,070 (F) 173 REMOVE GUARDRAIL LF 9.0000 9,270.00 975.000 8,775 174 REMOVE CONCRETE BARRIER LF 29.8600 113,169.40 4,262.180 127,268 175 REMOVE CRASH CUSHION EA 2,850.6400 5,701.28 2.000 5,701 176 SALVAGE CRASH CUSHION EA 1,482.3400 2,964.68 2.000 2,964 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 12,138.00 13,560.000 13,831 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6900 193.46 30.600 174 179 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 4,480.00 640.000 4,480 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.6900 495.03 78.300 445 (BROKEN 12-3) 181 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 40,035.00 60,637.750 51,542 PROGRAM CAS145 PAGE 8 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 REMOVE PAINTED PAVEMENT MARKING SQFT 2.8500 5,529.00 2,588.000 7,375 183 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.5500 864.50 190.000 864 184 6" METHYL METHACRYLATE PAINT LF 4.2700 209,657.00 49,063.000 209,499 TRAFFIC STRIPE (RECESSED) 185 6" METHYL METHACRYLATE PAINT LF 1.5400 37,884.00 24,571.000 37,839 TRAFFIC STRIPE (RECESSED, BROKEN 18-12) 186 6" METHYL METHACRYLATE PAINT LF 2.5600 1,894.40 735.000 1,881 TRAFFIC STRIPE (RECESSED, BROKEN 12-3) 187 8" METHYL METHACRYLATE PAINT LF 5.6900 23,613.50 4,148.000 23,602 TRAFFIC STRIPE (RECESSED) 188 8" METHYL METHACRYLATE PAINT LF 2.5600 7,705.60 3,007.000 7,697 TRAFFIC STRIPE (RECESSED, BROKEN 12-3) 189 METHYL METHACRYLATE PAINT TRAFFIC SQFT 22.7700 21,176.10 921.000 20,971 STRIPE CROSSWALK AND PAVEMENT MARKING (RECESSED) 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,210.9800 10,210.98 1.000 10,210 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LOCATING AND MAPPING UNDERGROUND LS 39,326.4500 39,326.45 0.000 0 FACILITIES 192 LIGHTING SYSTEM LS 102,109.7800 102,109.78 1.000 102,109 193 2" CONDUIT (BRIDGE) LS 610.5300 610.53 1.000 610 194 3" CONDUIT (BRIDGE) LS 854.7400 854.74 1.000 854 195 PORTABLE TEMPORARY LIGHTING SYSTEM EA 51,054.8900 102,109.78 2.000 102,109 196 MODIFYING EMS SYSTEM LS 102,109.7800 102,109.78 1.000 102,109 197 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 198 24" CORRUGATED STEEL PIPE (.109" THICK) LF 257.8100 30,937.20 0.000 0 199 PAINTED STALL LINES AND PAVEMENT SQFT 3.4200 1,504.80 440.000 1,504 MARKINGS 200 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 819.3000 4,915.80 0.000 0 METHOD) 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 DRILL AND BOND DOWEL LF 105.9700 1,059.70 0.000 0 203 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 204 18" SLOTTED CORRUGATED STEEL PIPE LF 249.0700 1,282,710.50 4,927.600 1,227,317 (.138" THICK) PROGRAM CAS145 PAGE 9 DATE 05/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4E62U4 TIME 11:29 AM ESTIMATE NO. 045 BID OPENING 03/04/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/18/23 R.E. NAME: NATHAN ALTERON DATE OF THIS ESTIMATE 05/06/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,333,246.84 ADJUSTMENT OF COMPENSATION 0.00 716,187.32 EXTRA WORK 21,377.07 3,139,635.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 21,377.07 24,189,069.74 205 MOBILIZATION LS 2,500,000.0000 2,500,000.00 1.000 2,500,000 ORIGINAL CONTRACT AMOUNT 23,625,359.20 TOTAL WORK COMPLETED 21,377.07 26,689,069.74 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 20,000.00 -322,714.20 TOTAL 41,377.07 26,366,355.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 205 MOBILIZATION 2,362,535.92 2,500,000.00 137,464.08 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/03/20 495 08/27/20 07/29/20 12/18/23 378 469 133 0 100% 100% NATHAN ALTERON RESIDENT ENGINEER