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 05/06/25 EST. NO. 005 TIME 12:10 PM R.E. NAME: TAI LAM 11-430384 --------------------------------------------------------------------------- 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 05/06/25 EST. NO. 005 TIME 12:10 PM R.E. NAME: TAI LAM 11-430384 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 11-SD-805-23.7/28.5 ------------------------------ HAZARD CONSTRUCTION ENGR, LLC SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 10529 VINE STREET MILE NORTH OF ROUTE 805/52 SEPARATION TO LAKESIDE CA 92040 ROUTE 5/805 SEPARATION FED. AID NO. ACIM-805 (1 )646 REPLACE DRAINAGE, CONCRETE PAVEMENT, AND M ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 2,670,000.00 55.000 330,000 003 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 0.000 0 004 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 110,000.0000 110,000.00 0.450 49,500 006 TRAFFIC CONTROL SYSTEM LS 2,270,000.0000 2,270,000.00 0.126 286,020 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,350.0000 600,750.00 6.000 8,100.00 37.000 49,950 008 FLASHING ARROW SIGN EA 10,000.0000 10,000.00 0.213 2,130 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 1,300.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 14,440.00 3,315.000 6,630 011 TRAFFIC DRUM EA 25.0000 5,750.00 88.000 2,200 012 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 200.0000 89,000.00 55.000 11,000 SYSTEM 013 TEMPORARY PAVEMENT MARKER EA 80.0000 2,880.00 35.000 2,800 014 TEMPORARY BARRIER SYSTEM LF 20.0000 234,000.00 8,600.000 172,000 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 20,000.0000 80,000.00 0.503 10,060 016 TEMPORARY CRASH CUSHION TL-2 EA 5,000.0000 10,000.00 0.000 0 017 TEMPORARY CRASH CUSHION TL-3 EA 4,500.0000 103,500.00 18.000 81,000 018 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 4,500.0000 27,000.00 0.742 3,339 SYSTEM 019 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 0.126 18,900 020 STORMWATER POLLUTION PREVENTION PLAN LS 10,000.0000 10,000.00 0.126 1,260 021 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 0.000 0 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 78,000.00 29.000 8,700 025 TEMPORARY FIBER ROLL LF 5.0000 12,900.00 2,225.000 11,125 026 TEMPORARY SILT FENCE LF 8.0000 10,960.00 1,389.000 11,112 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 25,000.00 1.000 5,000 028 STREET SWEEPING LS 200,000.0000 200,000.00 0.126 25,200 029 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.126 1,890 030 TEMPORARY WATER MANAGEMENT SYSTEM LS 50,000.0000 50,000.00 0.126 6,300 031 MANAGE SOLID WASTE GENERATED BY THE HR 240.0000 134,400.00 10.000 2,400 PUBLIC 032 REMOVE YELLOW TRAFFIC STRIPE (HAZARDOUS LF 0.7000 46,760.00 0.000 0 WASTE) 033 TREATED WOOD WASTE LB 0.8000 27,520.00 593.000 474 034 REMOVE CONCRETE (CY) CY 500.0000 29,000.00 27.000 13,500 035 TEMPORARY PROTECTION FENCE (ROPE) LF 4.0000 22,360.00 5,588.000 22,352 036 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.900 90,000 037 ROADWAY EXCAVATION CY 250.0000 1,115,000.00 566.800 141,700.00 1,300.910 325,227 038 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 275.0000 52,250.00 130.500 35,887 DEPOSITED LEAD) 039 SHOULDER BACKING TON 30.0000 1,440.00 0.000 0 040 ROADSIDE CLEARING LS 65,000.0000 65,000.00 0.950 61,750 041 WEED GERMINATION SQYD 0.3000 10,860.00 0.000 0 042 PACKET FERTILIZER EA 0.4000 5,760.00 0.000 0 043 SLOW-RELEASE FERTILIZER LB 30.0000 1,290.00 0.000 0 044 PLANT (GROUP H) (CARPOBROTUS EDULIS) EA 0.8000 4,914.40 0.000 0 (F) 045 PLANT (GROUP A) EA 12.0000 165,600.00 0.000 0 046 PLANT (GROUP B) EA 40.0000 1,160.00 0.000 0 047 PLANT (GROUP U) EA 200.0000 28,000.00 0.000 0 048 MAINTAIN EXISTING PLANTED AREAS LS 50,000.0000 50,000.00 0.020 1,000 049 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GRAVEL MULCH SQFT 5.0000 43,450.00 0.000 0 051 WOOD MULCH CY 80.0000 62,400.00 0.000 0 052 CHECK AND TEST EXISTING IRRIGATION LS 25,000.0000 25,000.00 1.000 25,000 FACILITIES 053 OPERATE EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.081 2,835 054 REMOVE IRRIGATION FACILITY LS 130,000.0000 130,000.00 0.750 97,500 055 CONTROL AND NEUTRAL CONDUCTORS LS 65,000.0000 65,000.00 0.000 0 056 1" REMOTE CONTROL VALVE EA 1,100.0000 2,200.00 0.000 0 057 1 1/2" REMOTE CONTROL VALVE EA 1,300.0000 85,800.00 0.000 0 058 3" REMOTE CONTROL VALVE (MASTER) EA 3,100.0000 15,500.00 0.000 0 059 48 STATION IRRIGATION CONTROLLER AND EA 28,000.0000 28,000.00 0.000 0 ENCLOSURE '188A' 060 48 STATION IRRIGATION CONTROLLERS AND EA 58,000.0000 58,000.00 0.000 0 ENCLOSURE '188B' AND '188C' 061 48 STATION IRRIGATION CONTROLLER AND EA 27,000.0000 27,000.00 0.000 0 ENCLOSURE '188D' 062 48 STATION IRRIGATION CONTROLLERS AND EA 56,000.0000 56,000.00 0.000 0 ENCLOSURE '188E' AND '188F' 063 48 STATION IRRIGATION CONTROLLERS AND EA 56,000.0000 56,000.00 0.000 0 ENCLOSURE '188G' AND '188H' 064 48 STATION IRRIGATION CONTROLLER AND EA 28,000.0000 28,000.00 0.000 0 ENCLOSURE '189A' 065 48 STATION IRRIGATION CONTROLLERS AND EA 56,000.0000 56,000.00 0.000 0 ENCLOSURE '190A' AND '190B' 066 RECYCLED WATER IDENTIFICATION AND LS 7,000.0000 7,000.00 0.000 0 WARNING SIGNS 067 FLOW SENSOR EA 2,600.0000 13,000.00 0.000 0 068 TREE WELL SPRINKLER ASSEMBLY EA 80.0000 22,400.00 0.000 0 069 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 16,500.00 0.000 0 070 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 130.0000 19,500.00 0.000 0 071 POP-UP SPRINKLER ASSEMBLY EA 80.0000 2,400.00 0.000 0 072 REPLACE VALVE BOX COVER EA 150.0000 37,500.00 0.000 0 073 2" GATE VALVE EA 1,500.0000 28,500.00 0.000 0 074 3" GATE VALVE EA 1,700.0000 3,400.00 0.000 0 075 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.1000 96,232.50 0.000 0 (F) LINE) 076 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.4000 61,391.40 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.6000 13,459.20 0.000 0 (F) (SUPPLY LINE) 078 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.4000 32,250.40 0.000 0 (F) LINE) 079 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 11.6000 1,786.40 0.000 0 (F) (SUPPLY LINE) 080 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 21.0000 122,010.00 0.000 0 (F) LINE) 081 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 43.0000 27,950.00 0.000 0 (F) LINE) 082 COMBINATION AIR RELEASE VALVE EA 1,600.0000 9,600.00 0.000 0 083 HYDROSEED SQFT 0.1500 55,350.00 0.000 0 084 COMPOST (CY) CY 80.0000 40,800.00 0.000 0 085 INCORPORATE MATERIALS SQFT 0.1200 2,784.00 0.000 0 086 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 46,000.00 50.500 10,100 087 LEAN CONCRETE BASE RAPID SETTING CY 550.0000 885,500.00 576.190 316,904 088 BASE BOND BREAKER SQYD 6.0000 65,400.00 3,888.280 23,329 089 REPLACE ASPHALT CONCRETE SURFACING CY 1,000.0000 16,000.00 0.000 0 090 HOT MIX ASPHALT (TYPE A) TON 150.0000 61,500.00 0.000 0 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 2,280,000.00 0.000 0 092 PLACE HOT MIX ASPHALT DIKE (TYPE E LF 5.0000 2,150.00 0.000 0 MODIFIED) 093 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 3,250.00 0.000 0 094 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 5,750.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 37,200.00 0.000 0 096 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 8,350.00 0.000 0 097 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.0000 13,000.00 0.000 0 AREA) 098 TACK COAT TON 500.0000 18,500.00 0.000 0 099 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 30.0000 3,900.00 0.000 0 100 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 23,000.00 167.000 334 101 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 576,000.00 0.000 0 102 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 600.0000 1,500,000.00 583.500 350,100.00 1,027.620 616,572 RANDOM 103 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,400.0000 280,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GRIND EXISTING CONCRETE PAVEMENT SQYD 4.5000 859,500.00 0.000 0 105 GRIND EXISTING BRIDGE DECK SQYD 35.0000 49,070.00 0.000 0 106 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,200.0000 737,000.00 0.000 0 R) 107 STRUCTURAL CONCRETE, HEADWALL CY 5,000.0000 30,000.00 7.750 38,750 (F) 108 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 42,000.00 0.000 0 (F) 109 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 7,500.0000 45,000.00 6.000 45,000 (F) 110 PAVING NOTCH EXTENSION CF 950.0000 157,700.00 0.000 0 111 CLEAN EXPANSION JOINT LF 70.0000 59,220.00 0.000 0 112 JOINT SEAL (MR 1 1/2") LF 90.0000 82,350.00 0.000 0 113 JOINT SEAL (TYPE AL) LF 45.0000 8,235.00 0.000 0 114 RAPID SETTING CONCRETE (PATCH) CF 60.0000 110,460.00 0.000 0 115 REMOVE UNSOUND CONCRETE CF 60.0000 110,460.00 0.000 0 116 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 44,162.10 0.000 0 117 FURNISH POLYESTER CONCRETE OVERLAY CF 95.0000 806,360.00 0.000 0 118 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.5000 352,597.50 0.000 0 (F) 119 TREAT BRIDGE DECK SQFT 0.6000 41,311.20 0.000 0 (F) 120 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 90.0000 68,940.00 0.000 0 121 24" PLASTIC PIPE LF 350.0000 20,650.00 59.000 20,650 122 24" REINFORCED CONCRETE PIPE LF 650.0000 91,000.00 5.330 3,464 123 24" POLYMERIC SHEET COATED CORRUGATED LF 700.0000 14,000.00 0.000 0 STEEL PIPE (.109" THICK) 124 30" POLYMERIC SHEET COATED CORRUGATED LF 1,500.0000 19,500.00 0.000 0 STEEL PIPE (.109" THICK) 125 42" POLYMERIC SHEET COATED CORRUGATED LF 1,200.0000 68,400.00 55.500 66,600 STEEL PIPE (.109" THICK) 126 24" POLYMERIC SHEET COATED CORRUGATED LF 425.0000 80,750.00 168.000 71,400 STEEL PIPE DOWNDRAIN (0.109" THICK) 127 30" CONCRETE FLARED END SECTION EA 5,000.0000 5,000.00 0.000 0 128 36" PRECAST CONCRETE PIPE RISER LF 500.0000 5,500.00 0.000 0 129 CLEANING, INSPECTING, AND PREPARING LF 50.0000 66,000.00 0.000 0 CULVERT (LF) 130 18" CURED-IN-PLACE PIPELINER LF 230.0000 15,410.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" CURED-IN-PLACE PIPELINER LF 170.0000 139,400.00 0.000 0 132 30" CURED-IN-PLACE PIPELINER LF 410.0000 21,320.00 0.000 0 133 36" CURED-IN-PLACE PIPELINER LF 370.0000 103,600.00 0.000 0 134 42" CURED-IN-PLACE PIPELINER LF 550.0000 60,500.00 0.000 0 135 CONCRETE (CONCRETE APRON) CY 3,000.0000 10,800.00 0.000 0 136 SLOPE PAVING (EXPOSED AGGREGATE, ROCK SQFT 30.0000 366,870.00 0.000 0 COBBLE) 137 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 350.0000 7,350.00 21.000 7,350 METHOD B) (CY) 138 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 615.00 43.350 650 139 DETECTABLE WARNING SURFACE SQFT 30.0000 1,890.00 0.000 0 140 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 20.0000 216,000.00 0.000 0 CONCRETE) 141 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 1,800.0000 55,800.00 0.000 0 RAMP) 142 MISCELLANEOUS IRON AND STEEL LB 3.0000 4,479.00 261.000 783 (F) 143 LANE SEPARATION SYSTEMS (EA) EA 385.0000 234,850.00 0.000 0 144 GUARD RAILING DELINEATOR EA 50.0000 2,750.00 0.000 0 145 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 60,000.00 0.000 0 146 REMOVE ROADSIDE SIGN EA 150.0000 8,700.00 8.000 1,200 147 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 150.0000 12,150.00 1.000 150 BRACKET METHOD) 148 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 37.0000 35,150.00 0.000 0 149 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 36.0000 2,160.00 0.000 0 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 17,600.00 0.000 0 (0.063"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 9,000.00 0.000 0 (0.080"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 6,240.00 0.000 0 (0.063"-FRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 14,000.00 0.000 0 (0.080"-FRAMED) 154 ROADSIDE SIGN - ONE POST EA 450.0000 36,450.00 5.000 2,250 155 ROADSIDE SIGN - TWO POST EA 1,000.0000 22,000.00 0.000 0 156 SIGN POST SUPPORT SYSTEM EA 4,700.0000 84,600.00 0.000 0 157 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 32,500.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 7 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN (MAST-ARM MOUNTED) EA 550.0000 7,700.00 0.000 0 159 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.0000 10,450.00 0.000 0 160 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 4,200.00 0.000 0 POST 161 MIDWEST GUARDRAIL SYSTEM LF 40.0000 73,200.00 0.000 0 162 VEGETATION CONTROL (MINOR CONCRETE) SQYD 110.0000 123,200.00 0.000 0 163 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 1,000.0000 1,800.00 0.000 0 164 TRANSITION RAILING (TYPE AGT) EA 5,500.0000 22,000.00 0.000 0 165 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,500.0000 7,500.00 0.000 0 166 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5,500.0000 33,000.00 0.000 0 167 ALTERNATIVE CRASH CUSHION TL-3 EA 50,000.0000 50,000.00 0.000 0 168 CONCRETE BARRIER (TYPE 60M) LF 200.0000 54,000.00 0.000 0 169 CONCRETE BARRIER (TYPE 60MS) LF 400.0000 240,000.00 0.000 0 170 CONCRETE BARRIER TRANSITION LF 600.0000 89,400.00 0.000 0 (F) 171 REMOVE GUARDRAIL LF 12.0000 22,800.00 1,413.900 16,966 172 REMOVE CONCRETE BARRIER LF 150.0000 30,000.00 0.000 0 173 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.0000 132,000.00 0.000 0 WET NIGHT VISIBILITY) 174 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 654,000.00 0.000 0 175 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,680.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 176 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 22,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 14,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 245,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 5,985.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 180 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 39,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 181 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 8 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 84,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 183 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 5,034.00 0.000 0 184 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 24,775.00 0.000 0 185 12" RUMBLE STRIP (ASPHALT CONCRETE STA 200.0000 52,000.00 0.000 0 PAVEMENT) 186 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 64,000.00 0.000 0 (WARRANTY) (BROKEN 12-3) 187 CONTRAST STRIPE PAINT (2-COAT) LF 0.5000 110,000.00 0.000 0 188 REMOVE TRAFFIC STRIPE LF 0.6000 120,000.00 2,899.000 1,739 189 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.0000 620.00 0.000 0 (BROKEN 6-1) 190 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.5000 6,930.00 0.000 0 (BROKEN 8-4) 191 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.0000 271,700.00 0.000 0 (WARRANTY) 192 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9000 23,829.00 0.000 0 (WARRANTY) (BROKEN 17-7) 193 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.8000 676,400.00 0.000 0 (WARRANTY) (BROKEN 36-12) 194 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.5000 104,470.00 0.000 0 (WARRANTY) 195 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 219,150.00 0.000 0 (WARRANTY) (BROKEN 36-12) 196 ELECTRIC SERVICE FOR IRRIGATION LS 4,000.0000 4,000.00 0.000 0 197 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 2,315,000.0000 2,315,000.00 0.000 0 198 MODIFYING LIGHTING SYSTEMS LS 355,000.0000 355,000.00 0.024 8,520 199 MODIFYING SIGN ILLUMINATION SYSTEMS LS 45,000.0000 45,000.00 0.000 0 200 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,555,000.0000 2,555,000.00 0.000 0 201 MODIFYING RAMP METERING SYSTEMS LS 485,000.0000 485,000.00 0.000 0 202 MODIFYING TRAFFIC MONITORING STATIONS LS 140,000.0000 140,000.00 0.000 0 203 CENSUS STATION LS 115,000.0000 115,000.00 0.000 0 204 SUBSURFACE LOCATORS LS 200,000.0000 200,000.00 0.253 50,600 PROGRAM CAS145 PAGE 9 DATE 05/06/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430384 TIME 12:10 PM ESTIMATE NO. 005 BID OPENING 09/05/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 05/06/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 499,900.00 3,087,356.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 26,513.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 499,900.00 3,113,869.59 205 MOBILIZATION LS 3,475,000.0000 3,475,000.00 0.250 868,750.00 0.750 2,606,250 ORIGINAL CONTRACT AMOUNT 34,966,331.10 TOTAL WORK COMPLETED 1,368,650.00 5,720,119.59 MATERIALS ON HAND ON SITE 151,928.09 DEDUCTIONS 0.00 0.00 TOTAL 1,368,650.00 5,872,047.68 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 10/30/24 695 12/24/24 12/24/24 10/08/27 56 22 0 0 16% 8% PROGRESS IS SATISFACTORY TAI LAM RESIDENT ENGINEER