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 01/27/25 EST. NO. 014 TIME 11:14 AM R.E. NAME: LUNA, FRANKLIN 12-0N8904 --------------------------------------------------------------------------- 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 01/27/25 EST. NO. 014 TIME 11:14 AM R.E. NAME: LUNA, FRANKLIN 12-0N8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION UNDERPAYMENTS -10,000.00 004 UNDERPAYMENTS -2,000.00 012 CERT.PAY.UNDERPAY -2,000.00 013 UNDERPAYMENTS 2,000.00 013 0.00 -12,000.00 TOTAL DEDUCTIONS 0.00 -12,000.00 PROGRAM CAS145 PAGE 1 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-133-8.3/M9.3 ----------------------- SECURITY PAVING COMPANY, INC. ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 13170 TELFAIR AVE SEPARATION TO IRVINE CENTER DRIVE SYLMAR CA 91342 OVERCROSSING FED. AID NO. ACNH-P133(19)E CONSTRUCT AUXILIARY LANE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,180.0000 3,180.00 1.000 3,180 002 PROTECT-IN-PLACE PLAN FOR IRWD 36-INCH LS 6,950.0000 6,950.00 1.000 6,950 TRUNK SEWER 003 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 7,700.0000 7,700.00 0.250 1,925 004 TIME-RELATED OVERHEAD (WDAY) WDAY 1,540.0000 924,000.00 17.000 26,180.00 230.000 354,200 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 2.000 12,000 006 HOURLY OFF-SITE HR 200.0000 4,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 127,100.0000 127,100.00 1.000 127,100 008 CONSTRUCTION AREA SIGNS LS 214,500.0000 214,500.00 0.032 6,864.00 0.391 83,869 009 TRAFFIC CONTROL SYSTEM LS 769,586.0000 769,586.00 0.032 24,626.75 0.391 300,908 010 CHANNELIZER (SURFACE MOUNTED) EA 48.0000 3,600.00 38.000 1,824 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 78.5000 47,100.00 0.000 0 SYSTEM DAY 012 TEMPORARY BARRIER SYSTEM LF 20.0000 262,000.00 8,570.000 171,400 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 138,400.0000 138,400.00 0.032 4,428.80 0.514 71,137 014 TRUNK SEWER PROTECTION LS 4,810.0000 4,810.00 1.000 4,810 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,120.0000 41,200.00 6.000 24,720 016 TEMPORARY TRAFFIC SCREEN LF 6.2000 47,926.00 3,700.000 22,940 017 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 43,470.0000 43,470.00 0.000 0 SYSTEM 018 JOB SITE MANAGEMENT LS 143,300.0000 143,300.00 0.032 4,585.60 0.391 56,030 019 PREPARE STORM WATER POLLUTION PREVENTION LS 1,390.0000 1,390.00 1.000 1,390 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 552.0000 11,040.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 321.0000 4,173.00 6.000 1,926 024 TEMPORARY FIBER ROLL LF 3.1000 11,780.00 200.000 620 025 TEMPORARY GRAVEL BAG BERM LF 7.5000 5,925.00 88.000 660 026 TEMPORARY SILT FENCE LF 2.7000 6,993.00 300.000 810 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,790.0000 17,370.00 0.000 0 028 STREET SWEEPING LS 102,500.0000 102,500.00 0.032 3,280.00 0.390 39,975 029 TEMPORARY CONCRETE WASHOUT LS 83,260.0000 83,260.00 0.032 2,664.32 0.391 32,554 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 194,800.0000 194,800.00 1.000 194,800 031 TREATED WOOD WASTE LB 0.9500 27,645.00 10,060.000 9,557 032 TEMPORARY HIGH-VISIBILITY FENCE LF 3.9000 6,747.00 864.000 3,369 033 CLEARING AND GRUBBING (LS) LS 53,810.0000 53,810.00 1.000 53,810 034 ROADWAY EXCAVATION CY 45.5000 905,450.00 1,022.260 46,512.83 12,583.460 572,547 035 STRUCTURE EXCAVATION (BRIDGE) CY 320.0000 4,480.00 14.000 4,480 (F) 036 STRUCTURE EXCAVATION (TYPE D) CY 65.5000 44,212.50 675.000 44,212 (F) 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 90.5000 404,535.00 4,470.000 404,535 (F) 038 STRUCTURE EXCAVATION (GROUND ANCHOR CY 173.0000 50,516.00 292.000 50,516 (F) WALL) 039 STRUCTURE BACKFILL (BRIDGE) CY 95.5000 22,347.00 117.000 11,173.50 234.000 22,347 (F) 040 STRUCTURE BACKFILL (RETAINING WALL) CY 84.0000 354,060.00 655.500 55,062.00 4,158.500 349,314 (F) 041 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 214.0000 4,280.00 10.000 2,140.00 10.000 2,140 (F) 042 PERVIOUS BACKFILL MATERIAL (RETAINING CY 189.0000 33,075.00 42.000 7,938.00 175.000 33,075 (F) WALL) 043 ROADSIDE CLEARING LS 3,840.0000 3,840.00 0.000 0 044 PLANT (GROUP H) EA 0.6400 5,440.00 0.000 0 045 PLANT (GROUP A) EA 13.0000 77,480.00 0.000 0 046 MAINTAIN EXISTING PLANTED AREAS LS 16,050.0000 16,050.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 16,050.0000 16,050.00 0.000 0 048 GRAVEL MULCH SQFT 2.1000 14,700.00 0.000 0 049 WOOD MULCH CY 64.0000 26,880.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE GRID PAVING UNITS SQFT 23.5000 23,500.00 0.000 0 051 EDGING LF 21.5000 3,870.00 0.000 0 052 CHECK AND TEST EXISTING IRRIGATION LS 6,420.0000 6,420.00 1.000 6,420 FACILITIES 053 OPERATE EXISTING IRRIGATION FACILITIES LS 5,350.0000 5,350.00 0.000 0 054 REMOVE IRRIGATION FACILITY LS 7,490.0000 7,490.00 0.000 0 055 SALVAGE IRRIGATION FACILITY LS 2,140.0000 2,140.00 0.000 0 056 CONTROL AND NEUTRAL CONDUCTORS LS 16,050.0000 16,050.00 0.000 0 057 1 1/2" REMOTE CONTROL VALVE EA 749.0000 8,239.00 0.000 0 058 2" REMOTE CONTROL VALVE EA 856.0000 7,704.00 0.000 0 059 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 2,625.00 0.000 0 060 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 160.0000 4,320.00 0.000 0 061 RISER SPRINKLER ASSEMBLY EA 53.5000 4,494.00 0.000 0 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.6000 16,340.00 0.000 0 (F) LINE) 063 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 8.6000 4,988.00 0.000 0 (F) (SUPPLY LINE) 064 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.6000 6,144.00 0.000 0 (F) (SUPPLY LINE) 065 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.6000 17,856.00 0.000 0 (F) LINE) 066 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 13.0000 9,100.00 0.000 0 (F) LINE) 067 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 16.0000 28,000.00 0.000 0 (F) LINE) 068 BALL VALVE EA 642.0000 1,926.00 0.000 0 069 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1900 43,890.00 0.000 0 (SQFT) 070 CLASS 2 AGGREGATE SUBBASE CY 39.0000 526,500.00 6,430.120 250,774 071 CLASS 2 AGGREGATE BASE (CY) CY 42.5000 212,925.00 4,226.500 179,626 072 HOT MIX ASPHALT (TYPE A) TON 141.0000 645,780.00 176.470 24,882 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 196.0000 284,200.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.6000 2,254.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6000 230.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.6000 4,232.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6000 2,668.00 0.000 0 078 TACK COAT TON 756.0000 7,560.00 1.000 756 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.1000 42,282.00 0.000 0 080 CONTINUOUSLY REINFORCED CONCRETE CY 516.0000 1,573,800.00 0.000 0 PAVEMENT 081 CONTINUOUSLY REINFORCED CONCRETE CY 776.0000 186,240.00 0.000 0 PAVEMENT (RSC) 082 ISOLATION JOINT SEAL (SILICONE) LF 7.5000 21,750.00 0.000 0 083 GRIND EXISTING CONCRETE PAVEMENT SQYD 7.3000 28,981.00 0.000 0 084 GROUND ANCHOR (SUBHORIZONTAL) EA 11,860.0000 711,600.00 60.000 711,600 085 FURNISH PILING (CLASS 140, ALTERNATIVE LF 80.5000 59,731.00 742.000 59,731 W) 086 DRIVE PILE (CLASS 140, ALTERNATIVE W) EA 2,460.0000 78,720.00 32.000 78,720 087 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,210.0000 145,200.00 120.000 145,200 (SIGN FOUNDATION) 088 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 868.0000 64,232.00 74.000 64,232 (F) 089 STRUCTURAL CONCRETE, BRIDGE CY 1,870.0000 233,750.00 125.000 233,750 (F) 090 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 1,870.0000 458,150.00 245.000 458,150 (F) FIBER) 091 STRUCTURAL CONCRETE, RETAINING WALL CY 1,020.0000 1,031,220.00 1,011.000 1,031,220 (F) 092 STRUCTURAL CONCRETE, WALL FACING CY 6.7000 837.50 59.000 395.30 59.000 395 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,220.0000 91,500.00 0.000 0 (F) N MODIFIED) 094 STRUCTURAL CONCRETE, BOX CULVERT CY 1,130.0000 407,930.00 360.550 407,421 (F) 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,770.0000 184,730.00 0.000 0 (F) 096 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,450.0000 300,150.00 84.000 121,800 R MODIFIED) 097 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 75,900.00 17.190 39,537 (F) 098 PAVING NOTCH EXTENSION CF 480.0000 108,000.00 81.000 38,880 099 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 32.5000 266,500.00 2,159.000 70,167.50 6,739.500 219,033 100 DRILL AND BOND DOWEL LF 49.0000 51,205.00 626.000 30,674 101 JOINT SEAL (MR 1/2") LF 225.0000 45,675.00 0.000 0 102 BAR REINFORCING STEEL (GROUND ANCHOR LB 2.3000 96,669.00 42,030.000 96,669 (F) WALL) 103 BAR REINFORCING STEEL (BRIDGE) LB 1.8000 235,836.00 131,020.000 235,836 (F) PROGRAM CAS145 PAGE 5 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (RETAINING WALL) LB 1.9000 232,503.00 122,370.000 232,503 (F) 105 BAR REINFORCING STEEL (BOX CULVERT) LB 2.5000 179,225.00 71,690.000 179,225 (F) 106 STRUCTURAL SHOTCRETE CY 1,680.0000 174,720.00 26.000 43,680.00 104.000 174,720 (F) 107 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.4000 696,600.00 0.000 0 108 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 1.1000 141,900.00 0.000 0 109 REMOVE SIGN STRUCTURE (EA) EA 3,920.0000 7,840.00 2.000 7,840 110 BRIDGE REMOVAL (PORTION) LS 143,100.0000 143,100.00 1.000 143,100 111 18" REINFORCED CONCRETE PIPE LF 229.0000 5,038.00 22.000 5,038 112 24" REINFORCED CONCRETE PIPE LF 254.0000 91,440.00 20.000 5,080 113 30" REINFORCED CONCRETE PIPE LF 260.0000 19,760.00 0.000 0 114 36" REINFORCED CONCRETE PIPE LF 833.0000 15,827.00 20.000 16,660 115 36" PRECAST CONCRETE PIPE MANHOLE LF 1,180.0000 4,720.00 4.000 4,720 116 REMOVE PIPE (LF) LF 69.5000 16,332.50 80.000 5,560 117 REMOVE INLET EA 1,900.0000 15,200.00 4.000 7,600 118 REMOVE EDGE DRAIN LF 48.0000 92,160.00 0.000 0 119 REMOVE MANHOLE EA 3,160.0000 3,160.00 1.000 3,160 120 ADJUST INLET EA 3,210.0000 3,210.00 0.000 0 121 REMOVE CONCRETE (CHANNEL) CY 110.0000 26,950.00 245.000 26,950 122 CAP INLET EA 2,670.0000 5,340.00 0.000 0 123 REMOVE SLOPE PAVING (SQYD) SQYD 75.0000 118,200.00 996.000 74,700 124 ENGINEERED STREAMBED MATERIAL CY 293.0000 460,010.00 1,570.000 460,010 125 REMOVE ROCK SLOPE PROTECTION CY 102.0000 167,280.00 1,640.000 167,280 126 MINOR CONCRETE (GUTTER) (LF) LF 75.5000 30,879.50 0.000 0 127 MINOR CONCRETE (CURB AND GUTTER) CY 1,260.0000 21,420.00 0.000 0 128 MINOR CONCRETE (STAMPED CONCRETE) SQFT 12.5000 215,000.00 0.000 0 129 REMOVE CONCRETE (CURB AND GUTTER) LF 31.0000 25,420.00 0.000 0 130 MISCELLANEOUS IRON AND STEEL LB 3.7000 25,611.40 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TEMPORARY FENCE (TYPE CL-6) LF 36.0000 31,320.00 920.000 33,120 132 CHAIN LINK FENCE (TYPE CL-6) LF 44.0000 56,320.00 0.000 0 133 12' CHAIN LINK GATE (TYPE CL-6) EA 2,770.0000 2,770.00 0.000 0 134 REMOVE CHAIN LINK FENCE LF 9.6000 10,848.00 1,268.000 12,172 135 RELOCATE FENCE LF 53.5000 6,420.00 0.000 0 136 REMOVE PAVEMENT MARKER EA 1.1000 1,738.00 461.000 507 137 REMOVE DELINEATOR EA 43.0000 860.00 0.000 0 138 DELINEATOR (CLASS 1) EA 69.5000 5,977.00 10.000 695 139 GUARD RAILING DELINEATOR EA 21.5000 4,730.00 0.000 0 140 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 7,056.00 491.000 1,767 141 TREATMENT BEST MANAGEMENT PRACTICE EA 305.0000 3,660.00 0.000 0 MARKER 142 CONCRETE BARRIER MARKER EA 85.5000 1,881.00 0.000 0 143 OBJECT MARKER (TYPE P) EA 310.0000 1,860.00 3.000 930 144 REMOVE ROADSIDE SIGN EA 187.0000 2,244.00 0.000 0 145 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 160.0000 320.00 0.000 0 BRACKET METHOD) 146 RELOCATE ROADSIDE SIGN-ONE POST EA 455.0000 910.00 0.000 0 147 RELOCATE ROADSIDE SIGN-TWO POST EA 669.0000 669.00 0.000 0 148 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.5000 33,040.00 0.000 0 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 101.50 0.000 0 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 3,630.00 0.000 0 (0.080"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.5000 1,457.50 0.000 0 (0.063"-FRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 2,175.00 0.000 0 (0.080"-FRAMED) 153 ROADSIDE SIGN - ONE POST EA 562.0000 6,744.00 0.000 0 154 ROADSIDE SIGN - TWO POST EA 1,120.0000 4,480.00 0.000 0 155 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.5000 64,175.00 0.000 0 156 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 79.5000 18,285.00 0.000 0 157 CABLE RAILING LF 177.0000 72,393.00 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 TRANSITION RAILING (TYPE WB-31) EA 5,560.0000 11,120.00 0.000 0 159 END CAP (TYPE A) EA 5,560.0000 5,560.00 0.000 0 160 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,570.0000 10,280.00 0.000 0 161 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,920.0000 19,680.00 0.000 0 162 ALTERNATIVE CRASH CUSHION TL-3 EA 50,810.0000 152,430.00 0.000 0 163 MAX-TENSION MEDIAN TERMINAL EA 13,910.0000 13,910.00 0.000 0 164 CONCRETE BARRIER (TYPE 60MD) LF 115.0000 47,035.00 0.000 0 165 CONCRETE BARRIER (TYPE 60MS) LF 180.0000 79,200.00 0.000 0 166 CONCRETE BARRIER (TYPE 836) LF 250.0000 116,000.00 342.000 85,500 (F) 167 CONCRETE BARRIER (TYPE 836A) LF 241.0000 156,650.00 428.000 103,148 (F) 168 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 278.0000 84,512.00 304.000 84,512 (F) 169 CONCRETE BARRIER TRANSITION LF 1,360.0000 102,000.00 0.000 0 (F) 170 REMOVE GUARDRAIL LF 8.8000 13,992.00 1,834.000 16,139 171 REMOVE CRASH CUSHION (SAND FILLED) EA 160.0000 2,080.00 0.000 0 172 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 11.0000 14,080.00 0.000 0 WET NIGHT VISIBILITY) 173 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 28.5000 18,810.00 0.000 0 174 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 10,032.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 175 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 197.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 176 PAINT TRAFFIC STRIPE (2-COAT) LF 0.8200 36,490.00 25,932.000 21,264 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 27,860.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.2000 7,436.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 179 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.9000 6,902.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 180 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.1000 18,666.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 181 REMOVE PAINTED TRAFFIC STRIPE LF 0.1800 8,010.00 4,540.000 817 182 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 16,060.00 13,976.000 15,373 PROGRAM CAS145 PAGE 8 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 10,560.00 199.000 2,189 184 TEMPORARY LIGHTING SYSTEMS LS 454,400.0000 454,400.00 0.050 22,720 185 MODIFYING LIGHTING SYSTEMS LS 481,000.0000 481,000.00 0.090 43,290 186 MODIFYING RAMP METERING SYSTEMS LS 174,000.0000 174,000.00 0.010 1,740 PROGRAM CAS145 PAGE 9 DATE 01/27/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N8904 TIME 11:14 AM ESTIMATE NO. 014 BID OPENING 09/28/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LUNA, FRANKLIN DATE OF THIS ESTIMATE 01/27/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 309,698.60 9,464,574.21 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 118,279.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 309,698.60 9,582,853.94 187 MOBILIZATION LS 2,120,000.0000 2,120,000.00 0.950 2,014,000 ORIGINAL CONTRACT AMOUNT 21,301,897.00 TOTAL WORK COMPLETED 309,698.60 11,596,853.94 MATERIALS ON HAND ON SITE 94,766.93 DEDUCTIONS 0.00 -12,000.00 TOTAL 309,698.60 11,679,620.87 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 12/06/23 600 01/30/24 01/30/24 07/19/27 230 12 0 0 54% 38% PROGRESS IS SATISFACTORY LUNA, FRANKLIN RESIDENT ENGINEER