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 02/23/24 EST. NO. 045 TIME 03:10 PM R.E. NAME: TAI LAM 11-430184 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0016 53,224.18 E.W. @ L.S.(+) 081723 N 0280.0 015 0003 53,818.74 E.W. @ L.S.(+) 081723 N 0281.0 016 0001 825.00 E.W. @ L.S.(+) 081723 N 0282.0 025 0001 8,000.00 A.C. @ L.S.(+) 081723 N 0283.0 115,867.92 TOTAL THIS ESTIMATE 2,359,901.35 TOTAL PREVIOUS ESTIMATE 2,475,769.27 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 02/23/24 EST. NO. 045 TIME 03:10 PM R.E. NAME: TAI LAM 11-430184 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOURCE INSPECTION -1,000.00 024 2021 ANNUAL CEM 4401 -10,000.00 035 ANNUAL 2021 CEM 4401 10,000.00 037 O/C 2402F/2403F -10,000.00 044 O/S 2402F-2403F 10,000.00 045 10,000.00 -1,000.00 LABOR COMPLIANCE VIOLATION DEL SEPT 19 CPR -3,000.00 008 DEL FEB2021 CPR -3,000.00 025 RECD SEP 2019 DEL 3,000.00 025 PRTL DEL FEB 2021 2,000.00 039 RECD FEB 2021 DEL 1,000.00 041 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 LOCATION RERUN FINAL ESTIMATE 11-SD-805-8.4/8.8 -------------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN CHULA VISTA 12121 SCRIPPS SUMMIT DR #400 AND NATIONAL CITY FROM 0.2 MILE SAN DIEGO, CA 92131 SOUTH OF SWEETWATER RIVER BRIDGE TO ROUTE 805/54 SEPARATION FED. AID NO. B1IM- 805-1(640)E I-805 SWEETWATER RIVER BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.150 750.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 1,775,000.00 710.000 1,775,000 004 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.001 20.00 1.000 20,000 005 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 006 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 007 TYPE III BARRICADE EA 425.0000 2,550.00 0.000 0 008 PLASTIC TRAFFIC DRUMS EA 40.0000 1,200.00 18.000 720 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 15,500.0000 62,000.00 4.000 62,000 010 TEMPORARY RAILING (TYPE K) LF 14.0000 136,080.00 9,715.000 136,010 011 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 70.000 21,000 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,500.0000 6,500.00 1.000 6,500 SYSTEM 013 JOB SITE MANAGEMENT LS 140,000.0000 140,000.00 1.000 140,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 20.000 10,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 1.000 2,000.00 4.000 8,000 017 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 8,160.00 880.000 528 (BONDED FIBER MATRIX) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 2,375.00 5.000 2,375 021 TEMPORARY FIBER ROLL LF 5.0000 14,650.00 1,725.000 8,625 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 19,500.00 3.000 19,500 PROGRAM CAS145 PAGE 2 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 70,000.0000 70,000.00 1.000 70,000 024 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 1.000 20,000 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 20.0000 2,600.00 128.000 2,560 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.4500 5,220.00 10,934.000 4,920 027 REMOVE CONCRETE (CY) CY 125.0000 23,750.00 185.137 23,142 028 REMOVE CONCRETED ROCK SLOPE PROTECTION CY 52.0000 44,720.00 0.000 0 029 TEMPORARY LANDSCAPE PROTECTION AREA LF 4.0000 14,120.00 1,180.000 4,720 FENCE-ROPE 030 CLEARING AND GRUBBING (LS) LS 350,000.0000 350,000.00 1.000 350,000 031 ROADWAY EXCAVATION CY 50.0000 327,500.00 3,220.763 161,038 032 STRUCTURE EXCAVATION (BRIDGE) CY 1,660.0000 192,560.00 116.000 192,560 (F) 033 STRUCTURE EXCAVATION (TYPE D) CY 105.0000 262,500.00 2,500.000 262,500 (F) 034 STRUCTURE BACKFILL (BRIDGE) CY 65.0000 84,500.00 1,300.000 84,500 (F) 035 CLEAN FILL MATERIAL CY 10.0000 32,500.00 0.000 0 036 GEOSYNTHETIC REINFORCEMENT SQYD 6.5000 10,530.00 0.000 0 037 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 038 WEED GERMINATION SQYD 1.0000 6,500.00 6,500.000 6,500 039 PACKET FERTILIZER EA 0.3000 429.00 1,430.000 429 040 PLANT (GROUP H) EA 23.0000 30,728.00 1,336.000 30,728 (F) 041 PLANT (GROUP M) EA 2.3500 4,653.00 1,980.000 4,653 042 PLANT (GROUP A) EA 7.8000 9,750.00 1,250.000 9,750 043 PLANT (GROUP B) EA 52.0000 3,120.00 60.000 3,120 044 PLANT ESTABLISHMENT WORK LS 68,000.0000 68,000.00 1.000 68,000 045 WOOD MULCH CY 100.0000 8,700.00 87.000 8,700 046 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 1.000 4,000 FACILITIES 047 OPERATE EXISTING IRRIGATION FACILITIES LS 7,100.0000 7,100.00 1.000 7,100 048 REMOVE IRRIGATION FACILITY LS 3,500.0000 3,500.00 1.000 3,500 049 CONTROL AND NEUTRAL CONDUCTORS LS 12,500.0000 12,500.00 1.000 12,500 PROGRAM CAS145 PAGE 3 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" REMOTE CONTROL VALVE EA 550.0000 3,300.00 6.000 3,300 051 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.0000 1,600.00 40.000 1,600 052 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 94.0000 752.00 8.000 752 053 2" GATE VALVE EA 553.0000 1,659.00 3.000 1,659 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 5,093.00 926.000 5,093 (F) LINE) 055 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 6,132.00 1,022.000 6,132 (F) (SUPPLY LINE) 056 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 3,150.00 450.000 3,150 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (CLASS 315) LF 8.0000 480.00 60.000 480 (F) (SUPPLY LINE) 058 3" PLASTIC PIPE (CLASS 315) LF 9.0000 6,750.00 750.000 6,750 (F) (SUPPLY LINE) 059 DRY SEED (SQFT) SQFT 0.0500 12,500.00 250,000.000 12,500 060 COMPOST (CY) CY 47.5000 21,850.00 460.000 21,850 061 INCORPORATE MATERIALS SQFT 0.0200 2,900.00 145,000.000 2,900 062 CLASS 2 AGGREGATE BASE (CY) CY 32.0000 81,280.00 2,375.000 76,000 063 LEAN CONCRETE BASE RAPID SETTING CY 980.0000 3,920.00 4.000 3,920 064 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,600.0000 3,960.00 2.070 7,452 065 HOT MIX ASPHALT (TYPE A) TON 200.0000 312,000.00 1,428.950 285,790 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 40.0000 4,800.00 186.000 7,440 067 TACK COAT TON 940.0000 1,222.00 1.100 1,034 068 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,800.00 582.000 2,328 069 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,100.0000 4,400.00 4.000 4,400 070 TEMPORARY SUPPORT LS 400,000.0000 400,000.00 1.000 400,000 071 FURNISH PILING (CLASS 200) (ALTERNATIVE LF 80.0000 39,440.00 493.000 39,440 W MODIFIED) 072 DRIVE PILING (CLASS 200) (ALTERNATIVE EA 9,100.0000 72,800.00 8.000 72,800 W MODIFIED) 073 FURNISH 24" CAST-IN-STEEL SHELL LF 215.0000 82,990.00 386.000 82,990 CONCRETE PILING 074 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 32,000.0000 128,000.00 4.000 128,000 PILE 075 FURNISH 30" CAST-IN-STEEL SHELL LF 265.0000 807,720.00 3,048.000 807,720 CONCRETE PILING 076 DRIVE 30" CAST-IN-STEEL SHELL CONCRETE EA 25,000.0000 900,000.00 36.000 900,000 PILE PROGRAM CAS145 PAGE 4 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,025.0000 28,700.00 28.000 28,700 PILE (SIGN FOUNDATION) 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 175,800.00 586.000 175,800 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 1,480.0000 2,245,160.00 1,517.000 2,245,160 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 525,100.00 890.000 525,100 (F) (POLYMER FIBER) 081 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 28,000.00 63.244 31,622 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,280.0000 107,520.00 84.000 107,520 (F) (TYPE N) 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,080.0000 604,800.00 644.690 696,265 (TYPE R) 084 STRUCTURAL CONCRETE, APPROACH SLAB CY 890.0000 48,060.00 55.000 48,950 (TYPE N MODIFIED) 085 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 3,345.0000 60,210.00 18.580 62,150 (F) 086 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,300.0000 75,900.00 23.080 76,164 (F) 087 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 30,400.00 8.000 30,400 (F) 088 PAVING NOTCH EXTENSION CF 275.0000 78,925.00 284.824 78,326 089 DIAPHRAGM BOLSTER EA 13,000.0000 39,000.00 3.000 39,000 090 DRILL AND BOND DOWEL LF 55.0000 30,690.00 558.000 30,690 091 CLEAN EXPANSION JOINT LF 32.0000 6,784.00 198.000 6,336 092 JOINT SEAL (MR 2") LF 97.0000 74,302.00 717.000 69,549 093 JOINT SEAL (TYPE AL) LF 90.0000 3,690.00 45.000 4,050 094 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 1,121,925.00 1,068,500.000 1,121,925 (F) 095 HEADED BAR REINFORCEMENT EA 9.5000 5,320.00 560.000 5,320 (F) 096 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 42,444.00 9,432.000 42,444 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 4,716.00 9,432.000 4,716 (F) 098 REMOVE SIGN STRUCTURE (EA) EA 11,000.0000 11,000.00 1.000 11,000 099 CORE CONCRETE (6") LF 320.0000 1,600.00 5.000 1,600 100 CORE CONCRETE (12") LF 400.0000 2,000.00 5.000 2,000 101 ACCESS OPENING, SOFFIT EA 7,000.0000 21,000.00 3.000 21,000 102 BRIDGE REMOVAL (PORTION) LS 960,000.0000 960,000.00 1.000 960,000 103 MISCELLANEOUS METAL LB 31.0000 41,447.00 1,337.000 41,447 (F) (RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 5 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS METAL (RESTRAINER-CABLE LB 32.0000 46,784.00 1,462.000 46,784 (F) FOR RETROREFLECTIVE SHEETING (TYPE XI) 105 18" ALTERNATIVE PIPE CULVERT LF 140.0000 21,000.00 124.000 17,360 106 24" ALTERNATIVE PIPE CULVERT LF 90.0000 31,500.00 326.000 29,340 107 CONCRETE BACKFILL (PIPE TRENCH) CY 155.0000 13,485.00 87.000 13,485 (F) 108 18" REINFORCED CONCRETE PIPE LF 155.0000 48,050.00 310.000 48,050 109 24" REINFORCED CONCRETE PIPE LF 245.0000 22,295.00 90.100 22,074 110 18" REINFORCED CONCRETE PIPE (CLASS III) LF 185.0000 5,735.00 0.000 0 111 24" REINFORCED CONCRETE PIPE (CLASS III) LF 180.0000 6,480.00 0.000 0 112 18" POLYMERIC SHEET COATED CORRUGATED LF 215.0000 11,825.00 54.300 11,674 STEEL PIPE DOWNDRAIN (0.109" THICK) 113 24" POLYMERIC SHEET COATED CORRUGATED LF 260.0000 10,400.00 40.000 10,400 STEEL PIPE DOWNDRAIN (0.109" THICK) 114 36" REINFORCED CONCRETE PIPE RISER LF 245.0000 1,715.00 2.000 490 115 ABANDON CULVERT (EA) EA 950.0000 4,750.00 5.000 4,750 116 REMOVE GRATED LINE DRAIN LF 58.0000 812.00 14.000 812 117 REMOVE CULVERT (LF) LF 35.0000 3,850.00 107.200 3,752 118 REMOVE INLET EA 900.0000 5,400.00 7.000 6,300 119 ADJUST INLET EA 2,600.0000 7,800.00 2.000 5,200 120 ADJUST MANHOLE EA 1,800.0000 1,800.00 0.000 0 121 SAND BACKFILL CY 190.0000 10,830.00 56.770 10,786 122 CONCRETED-ROCK SLOPE PROTECTION CY 160.0000 136,320.00 0.000 0 (F) (1/4 T, METHOD A) (CY) 123 SLOPE PAVING (CONCRETE) CY 1,200.0000 32,400.00 32.000 38,400 124 CONCRETED-ROCK SLOPE PROTECTION CY 440.0000 3,960.00 9.000 3,960 (60 LB, CLASS II, METHOD A) (CY) 125 MINOR CONCRETE (GUTTER) (CY) CY 320.0000 35,200.00 137.444 43,982 126 MISCELLANEOUS IRON AND STEEL LB 1.5000 14,748.00 9,832.000 14,748 (F) 127 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 1,414.00 202.000 1,414 (F) 128 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 217,800.00 24,200.000 217,800 (F) 129 TEMPORARY FENCE (TYPE CL-6) LF 12.0000 4,320.00 210.000 2,520 130 CHAIN LINK FENCE (TYPE CL-6) LF 28.0000 17,360.00 580.000 16,240 PROGRAM CAS145 PAGE 6 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE CHAIN LINK FENCE LF 7.0000 3,990.00 470.000 3,290 132 GUARD RAILING DELINEATOR EA 24.0000 120.00 5.000 120 133 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 5,720.00 1,987.000 5,464 134 REMOVE ROADSIDE SIGN EA 215.0000 1,720.00 8.000 1,720 135 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800 (STRAP AND SADDLE BRACKET METHOD) 136 FURNISH LAMINATED PANEL SIGN (1" TYPE A) SQFT 25.0000 3,750.00 141.600 3,540 FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 910.00 122.590 858 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 615.00 100.000 750 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,440.00 80.000 1,440 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 1,720.00 444.190 1,776 141 METAL (BARRIER MOUNTED SIGN) LB 25.0000 6,250.00 494.000 12,350 142 ROADSIDE SIGN - ONE POST EA 450.0000 3,600.00 8.000 3,600 143 ROADSIDE SIGN - TWO POST EA 1,025.0000 2,050.00 2.000 2,050 144 SIGN POST SUPPORT SYSTEM EA 7,700.0000 7,700.00 1.000 7,700 145 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 900.00 4.000 900 METHOD) 146 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 125.00 1.000 125 EXISTING POST 147 MIDWEST GUARDRAIL SYSTEM LF 32.0000 4,160.00 130.000 4,160 148 TRANSITION RAILING (TYPE WB-31) EA 4,800.0000 4,800.00 1.000 4,800 149 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 4,500.00 1.000 4,500 150 ALTERNATIVE CRASH CUSHION EA 46,000.0000 92,000.00 2.000 92,000 151 CONCRETE BARRIER (TYPE 60M) LF 130.0000 252,200.00 191.000 24,830 152 CONCRETE BARRIER (TYPE 60MF) LF 388.0000 54,320.00 0.000 0 153 CONCRETE BARRIER (TYPE 60MS) LF 125.0000 65,000.00 2,089.400 261,175 154 CONCRETE BARRIER (TYPE 60MSA) LF 140.0000 31,500.00 225.000 31,500 (F) 155 CONCRETE BARRIER (TYPE 60MSF) LF 400.0000 36,000.00 223.000 89,200 PROGRAM CAS145 PAGE 7 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 60AP) LF 700.0000 8,400.00 15.000 10,500 157 CONCRETE BARRIER (TYPE 60MSA MODIFIED) LF 100.0000 59,700.00 597.000 59,700 (F) 158 CONCRETE BARRIER (TYPE 60MF MODIFIED) LF 600.0000 36,000.00 0.000 0 159 CONCRETE BARRIER (TYPE 836) LF 120.0000 84,000.00 700.000 84,000 (F) 160 CONCRETE BARRIER (TYPE 836A) LF 185.0000 9,435.00 51.000 9,435 (F) 161 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 180.0000 141,480.00 786.000 141,480 (F) 162 REMOVE GUARDRAIL LF 12.0000 9,480.00 783.000 9,396 163 SALVAGE METAL BRIDGE RAILING LF 20.0000 38,620.00 1,931.000 38,620 164 REMOVE CONCRETE BARRIER LF 45.0000 32,400.00 720.000 32,400 165 REMOVE METAL RAILING LF 8.0000 2,720.00 340.000 2,720 166 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 200.00 1.000 200 167 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4000 3,842.00 1,112.000 3,780 (ENHANCED WET NIGHT VISIBILITY) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 143.00 274.000 178 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 169 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 11,286.00 16,215.000 10,701 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 170 CONTRAST STRIPE LF 0.2000 7,600.00 39,539.000 7,907 171 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2300 9,775.00 48,914.000 11,250 172 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 12,425.00 13,571.000 9,635 (ENHANCED WET NIGHT VISIBILITY) 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 3,000.00 160.000 192 (ENHANCED WET NIGHT VISIBILITY) 174 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8900 2,581.00 5,016.000 4,464 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 175 REMOVE PAINTED TRAFFIC STRIPE LF 0.2300 6,831.00 34,168.000 7,858 176 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 10,792.00 23,178.000 8,807 177 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.2500 175.00 79.000 493 178 SUBSURFACE LOCATOR LS 25,000.0000 25,000.00 1.000 25,000 179 FIBER OPTIC SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 180 MODIFYING EXISTING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 8 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430184 TIME 03:10 PM ESTIMATE NO. 045 BID OPENING 11/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/30/23 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,270.00 15,119,086.50 ADJUSTMENT OF COMPENSATION 8,000.00 1,003,490.96 EXTRA WORK 107,867.92 1,472,278.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 119,137.92 17,594,855.77 181 MOBILIZATION LS 1,700,000.0000 1,700,000.00 1.000 1,700,000 ORIGINAL CONTRACT AMOUNT 17,252,294.00 TOTAL WORK COMPLETED 119,137.92 19,294,855.77 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -1,000.00 TOTAL 129,137.92 19,293,855.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 01/09/19 960 03/05/19 03/05/19 05/30/23 793 37 0 0 100% 100% TAI LAM RESIDENT ENGINEER