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 03/24/20 EST. NO. 043 TIME 09:53 AM R.E. NAME: ZOKAI, FARID 12-0M3504 --------------------------------------------------------------------------- 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 03/24/20 EST. NO. 043 TIME 09:53 AM R.E. NAME: ZOKAI, FARID 12-0M3504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON SUBMIT CEM 4401 -10,000.00 014 CEM 4401 SUBMITTED 10,000.00 020 CEM 4401 CY 2019 -10,000.00 042 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION UNDERPAY TO ELECTRIC -10,000.00 015 PAYMENT TO ELECTRIC 10,000.00 020 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 LOCATION PROGRESS ESTIMATE 12-ORA-405-2.6/5.8 ----------------- CHUMO CONSTRUCTION INC IN IRVINE, FROM 1700 S. OF SAND CYN 14425 JOANBRIDGE STREET TO 2100 S. OF JAMBOREE RD. BALDWIN PARK CA 91706 FED. AID NO. ACHS-IM40-5(298)2E REPLACE K-RAIL & EXTEND SB AUX ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,740.0000 5,740.00 1.000 5,740 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,868.0000 747,200.00 400.000 747,200 004 CONSTRUCTION AREA SIGNS LS 28,344.0000 28,344.00 1.000 28,344 005 TRAFFIC CONTROL SYSTEM LS 255,000.0000 255,000.00 1.000 255,000 006 TYPE III BARRICADE EA 100.0000 300.00 3.000 300 007 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,000.00 347.000 8,675 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 78,400.0000 78,400.00 1.000 78,400 009 TEMPORARY RAILING (TYPE K) LF 10.0000 422,000.00 42,300.000 423,000 010 TEMPORARY CRASH CUSHION MODULE EA 300.0000 48,000.00 251.000 75,300 011 TEMPORARY TRAFFIC SCREEN LF 4.0000 158,000.00 38,754.000 155,016 012 JOB SITE MANAGEMENT LS 32,400.0000 32,400.00 1.000 32,400 013 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 18.000 9,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 7,500.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 017 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 17,160.00 28,600.000 17,160 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,600.00 102.000 20,400 019 TEMPORARY FIBER ROLL LF 3.2500 26,780.00 13,703.000 44,534 020 TEMPORARY GRAVEL BAG BERM LF 4.0000 30,400.00 6,478.000 25,912 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 16,200.00 6.000 16,200 022 STREET SWEEPING LS 44,800.0000 44,800.00 1.000 44,800 PROGRAM CAS145 PAGE 2 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 22,500.0000 22,500.00 1.000 22,500 024 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3000 7,110.00 36,568.000 10,970 (HAZARDOUS WASTE) 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 10,360.00 61,174.000 12,234 STRIPE (HAZARDOUS WASTE) 026 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.0000 1,860.00 312.000 624 MARKING (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 0.3200 22,528.00 70,400.000 22,528 028 REMOVE GUARDRAIL LF 7.2000 11,808.00 1,750.000 12,600 029 REMOVE IRRIGATION FACILITY LS 11,300.0000 11,300.00 1.000 11,300 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 11,925.00 94,276.000 23,569 031 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 560.00 278.000 556 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 6,600.00 42,625.000 10,656 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 980.00 642.000 1,284 034 REMOVE PAVEMENT MARKER EA 0.5000 5,050.00 12,861.000 6,430 035 REMOVE ROADSIDE SIGN EA 200.0000 6,800.00 39.000 7,800 036 REMOVE ROADSIDE SIGN EA 150.0000 900.00 6.000 900 (STRAP AND SADDLE BRACKET METHOD) 037 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 14,000.00 7.000 14,000 038 REMOVE CURB LF 5.2200 10,544.40 3,203.000 16,719 039 REMOVE PIPE (LF) LF 11.0000 117,700.00 10,726.000 117,986 040 REMOVE INLET EA 650.0000 24,700.00 38.000 24,700 041 REMOVE HEADWALL EA 620.0000 620.00 1.000 620 042 REMOVE SLOPE PAVING (SQYD) SQYD 16.0000 8,160.00 405.000 6,480 043 REMOVE DELINEATOR EA 10.0000 790.00 79.000 790 044 SALVAGE IRRIGATION FACILITY LS 2,300.0000 2,300.00 1.000 2,300 045 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 400.00 2.000 400 046 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 700.00 0.000 0 047 REMOVE CONCRETE (SIDEWALK AND CURB RAMP) CY 195.0000 2,340.00 12.000 2,340 048 REMOVE CONCRETE (CHANNEL) CY 82.0000 20,500.00 250.000 20,500 049 REMOVE CONCRETE BARRIER (TYPE K) LF 5.9200 68,080.00 12,940.000 76,604 PROGRAM CAS145 PAGE 3 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 97,300.0000 97,300.00 1.000 97,300 051 ROADWAY EXCAVATION CY 19.8700 1,237,901.00 66,986.220 1,331,016 052 ROADWAY EXCAVATION (TYPE Y-1) CY 32.0000 86,400.00 3,386.000 108,352 (AERIALLY DEPOSITED LEAD) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 58.1800 197,462.92 0.000 0 (F) 054 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 82.0500 14,440.80 176.000 14,440 (F) 055 STRUCTURE EXCAVATION (GROUND ANCHOR CY 53.0000 12,720.00 240.000 12,720 (F) WALL) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 27.0000 67,986.00 0.000 0 (F) 057 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 146.0000 1,752.00 12.000 1,752 (F) 058 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 146.0000 2,920.00 20.000 2,920 (F) 059 PERVIOUS BACKFILL MATERIAL (RETAINING CY 150.0000 3,000.00 0.000 0 (F) WALL) 060 LEAN CONCRETE BACKFILL CY 192.8100 5,784.30 30.000 5,784 (F) 061 DITCH EXCAVATION CY 74.0000 5,254.00 71.000 5,254 062 SOIL AMENDMENT CY 24.5000 2,450.00 100.000 2,450 063 RELOCATE IRRIGATION CONTROLLER CABINET EA 1,200.0000 1,200.00 1.000 1,200 064 SLOW-RELEASE FERTILIZER LB 2.3500 2,937.50 1,250.000 2,937 065 PLANT (GROUP H) EA 0.4400 30,448.00 69,200.000 30,448 066 PLANT (GROUP K) EA 2.7700 144.04 52.000 144 067 PLANT (GROUP A) EA 4.8000 22,128.00 4,610.000 22,128 068 PLANT (GROUP U) EA 112.0000 8,288.00 74.000 8,288 069 MAINTAIN EXISTING PLANTED AREAS LS 62,000.0000 62,000.00 0.030 1,860.00 0.940 58,280 070 PLANT ESTABLISHMENT WORK LS 81,500.0000 81,500.00 0.080 6,520.00 0.710 57,865 071 WOOD MULCH CY 57.0000 112,860.00 1,980.000 112,860 072 CHECK AND TEST EXISTING IRRIGATION LS 2,600.0000 2,600.00 1.000 2,600 FACILITIES 073 OPERATE EXISTING IRRIGATION FACILITIES LS 8,000.0000 8,000.00 1.000 8,000 074 CONTROL AND NEUTRAL CONDUCTORS LS 53,200.0000 53,200.00 1.000 53,200 075 2" REMOTE CONTROL VALVE EA 460.0000 50,600.00 110.000 50,600 076 TWO-WIRE IRRIGATION CONTROLLER EA 10,400.0000 20,800.00 2.000 20,800 PROGRAM CAS145 PAGE 4 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 VALVE DECODER FOR TWO-WIRE CONTROLLER EA 141.0000 18,330.00 130.000 18,330 078 TREE WELL SPRINKLER ASSEMBLY EA 28.0000 6,720.00 240.000 6,720 079 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 34.0000 11,220.00 330.000 11,220 080 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 83.5000 13,360.00 160.000 13,360 081 RISER SPRINKLER ASSEMBLY EA 21.0000 735.00 35.000 735 082 POP-UP SPRINKLER ASSEMBLY EA 31.0000 62.00 2.000 62 083 DRIP VALVE ASSEMBLY EA 637.0000 13,377.00 21.000 13,377 084 4" GATE VALVE EA 950.0000 950.00 1.000 950 085 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.3000 8,019.00 2,430.000 8,019 (F) LINE) 086 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.4000 33,048.00 9,720.000 33,048 (F) LINE) 087 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 14,652.00 4,440.000 14,652 (F) (SUPPLY LINE) 088 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.7500 11,212.50 2,990.000 11,212 (F) (SUPPLY LINE) 089 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 32,960.00 8,240.000 32,960 (F) (SUPPLY LINE) 090 3" PLASTIC PIPE (CLASS 315) LF 5.0000 18,850.00 3,770.000 18,850 (F) (SUPPLY LINE) 091 4" PLASTIC PIPE (CLASS 315) LF 8.2500 70,125.00 8,500.000 70,125 (F) (SUPPLY LINE) 092 1 1/4" PLASTIC PIPE LF 1.9000 39,140.00 20,600.000 39,140 (F) (SCHEDULE 40) (CONDUIT) 093 BALL VALVE EA 500.0000 16,500.00 33.000 16,500 094 PVC PIPE CONDUIT (SLEEVE) LF 14.0000 1,680.00 120.000 1,680 095 6" CORRUGATED STEEL PIPE CONDUIT LF 138.0000 2,760.00 20.000 2,760 (.064" THICK) 096 8" CORRUGATED STEEL PIPE CONDUIT LF 65.0000 16,250.00 250.000 16,250 (.064" THICK) 097 1 1/4" WELDED STEEL PIPE CONDUIT LF 56.0000 28,560.00 510.000 28,560 098 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0800 3,688.00 46,100.000 3,688 (SQFT) 099 CLASS 2 AGGREGATE SUBBASE CY 19.4300 392,486.00 27,561.000 535,510 100 CLASS 2 AGGREGATE BASE (CY) CY 22.7300 336,404.00 16,334.670 371,287 101 HOT MIX ASPHALT (TYPE A) TON 61.5000 1,389,900.00 27,009.240 1,661,068 102 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.7500 645,420.00 7,360.170 638,494 103 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.1000 17,600.00 24,750.000 27,225 (PAVING FABRIC) PROGRAM CAS145 PAGE 5 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3500 216.00 204.000 275 105 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 5,373.00 7,307.000 9,864 106 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 175.50 808.500 1,091 107 PLACE HOT MIX ASPHALT SQYD 20.2300 18,813.90 161.870 3,274 (MISCELLANEOUS AREA) 108 CONTINUOUSLY REINFORCED CONCRETE CY 251.6000 1,346,060.00 5,634.290 1,417,587 PAVEMENT 109 GROUND ANCHOR (SUBHORIZONTAL) EA 2,300.0000 62,100.00 27.000 62,100 110 SOIL NAIL LF 26.0000 50,960.00 1,950.000 50,700 111 54" CAST-IN-DRILLED-HOLE CONCRETE LF 930.0000 37,200.00 39.340 36,586 PILE (SIGN FOUNDATION) 112 60" CAST-IN-DRILLED-HOLE CONCRETE LF 970.0000 145,500.00 145.970 141,590 PILE (SIGN FOUNDATION) 113 STRUCTURAL CONCRETE, FASCIA CY 1,432.0700 168,984.26 118.000 168,984 (F) 114 STRUCTURAL CONCRETE, RETAINING WALL CY 516.3800 242,698.60 0.000 0 (F) 115 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,675.3400 373,600.82 214.390 359,176 (F) 116 MINOR CONCRETE (ANCHOR BLOCK) CY 647.9800 3,887.88 5.800 3,758 117 CONCRETE SURFACE TEXTURE SQFT 17.2800 42,958.08 2,486.000 42,958 (F) (FRACTURED RIB TRIANGULAR PATTERN) 118 FRACTURED FIN TEXTURE SQFT 21.0000 23,100.00 0.000 0 (F) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 53,550.00 0.000 0 (F) 120 BAR REINFORCING STEEL (FASCIA) LB 0.6700 20,711.04 30,912.000 20,711 (F) 121 STRUCTURAL SHOTCRETE CY 550.0000 52,250.00 95.000 52,250 (F) 122 FURNISH SIGN STRUCTURE (TRUSS) LB 3.1500 398,295.45 126,442.350 398,293 (F) 123 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 37,932.90 126,442.352 37,932 (F) 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,640.00 616.000 7,392 (0.063"-UNFRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 196.00 0.000 0 (0.080"-UNFRAMED) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,350.00 0.000 0 (0.063"-FRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 352.00 0.000 0 (0.080"-FRAMED) 128 METAL (BARRIER MOUNTED SIGN) LB 19.0000 86,260.00 4,540.000 86,260 129 ROADSIDE SIGN - ONE POST EA 350.0000 6,650.00 19.000 6,650 130 ROADSIDE SIGN - TWO POST EA 500.0000 4,000.00 8.000 4,000 PROGRAM CAS145 PAGE 6 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,000.00 4.000 1,000 METHOD) 132 INSTALL SIGN OVERLAY SQFT 28.0000 3,640.00 130.000 3,640 133 FURNISH LAMINATED SIGN PANEL (1" TYPE A) SQFT 22.0000 16,940.00 770.000 16,940 FOR RETROREFLECTIVE SHEETING (TYPE XI) 134 FURNISH LAMINATED SIGN PANEL (1"-TYPE A) SQFT 26.0000 17,680.00 680.000 17,680 FOR RETROREFLECTIVE SHEETING (TYPE IX) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,600.00 94.250 942 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,190.00 221.500 2,436 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 336.00 22.000 264 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 138 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 5,535.00 797.750 3,589 139 18" REINFORCED CONCRETE PIPE LF 100.8400 38,319.20 380.000 38,319 140 24" REINFORCED CONCRETE PIPE LF 78.2900 1,182,179.00 15,024.000 1,176,228 141 36" REINFORCED CONCRETE PIPE LF 120.9200 141,476.40 1,170.000 141,476 142 36" PRECAST CONCRETE PIPE MANHOLE LF 285.0000 2,850.00 10.000 2,850 143 MINOR CONCRETE (GUTTER) (LF) LF 65.0000 20,410.00 314.000 20,410 144 DETECTABLE WARNING SURFACE SQFT 57.0000 2,052.00 30.000 1,710 145 MINOR CONCRETE (MISCELLANEOUS CY 685.0000 12,330.00 16.000 10,960 CONSTRUCTION) 146 MINOR CONCRETE (SIDEWALK) CY 845.0000 10,140.00 13.200 11,154 147 MINOR CONCRETE (TEXTURED PAVING) CY 895.0000 161,100.00 189.000 169,155 148 MINOR CONCRETE (CURB RAMP) CY 960.0000 4,800.00 5.000 4,800 149 MISCELLANEOUS IRON AND STEEL LB 1.3900 48,185.74 33,596.000 46,698 (F) 150 DELINEATOR (CLASS 1) EA 25.0000 2,750.00 110.000 2,750 151 GUARD RAILING DELINEATOR EA 22.0000 5,500.00 43.000 946 152 OBJECT MARKER (TYPE P) EA 30.0000 180.00 0.000 0 153 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.9000 15,602.00 503.000 13,530 154 VEGETATION CONTROL (MINOR CONCRETE) SQYD 83.0400 63,940.80 0.000 0 155 CABLE RAILING LF 22.9000 15,938.40 217.000 4,969 (F) PROGRAM CAS145 PAGE 7 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 TRANSITION RAILING (TYPE WB-31) EA 3,412.0000 6,824.00 1.000 3,412 157 END ANCHOR ASSEMBLY (TYPE SFT) EA 618.0000 5,562.00 7.000 4,326 158 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,656.0000 26,560.00 7.000 18,592 159 ALTERNATIVE BURIED END TERMINAL SYSTEM EA 1,267.0000 1,267.00 1.000 1,267 160 CONCRETE BARRIER (TYPE 60GCP) LF 200.0000 58,000.00 300.000 60,000 161 CONCRETE BARRIER (TYPE 60GE) LF 300.0000 384,000.00 1,227.000 368,100 162 CONCRETE BARRIER (TYPE 60D) LF 40.0000 19,200.00 0.000 0 163 CONCRETE BARRIER (TYPE 60GC) LF 75.5000 853,150.00 11,363.000 857,906 164 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 50.0000 15,600.00 312.000 15,600 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 10,780.00 34,431.000 12,050 166 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,070.00 1,000.000 1,000 167 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,112.00 2,717.000 2,173 (BROKEN 12-3) 168 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,850.00 3,064.000 9,192 169 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,520.00 1,443.000 4,329 (ENHANCED WET NIGHT VISIBILITY) 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 8,120.00 42,620.000 8,524 (BROKEN 36-12) 171 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 126.00 619.000 123 (BROKEN 17-7) 172 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 6,360.00 12,310.000 7,386 (BROKEN 36-12) 173 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 14,200.00 196,042.000 19,604 174 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 560.00 210.000 420 175 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,704.00 6,760.000 2,704 (ENHANCED WET NIGHT VISIBILITY) 176 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 54.00 180.000 54 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 177 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 639.00 2,185.000 655 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,510.00 2,349.000 2,349 (ENHANCED WET NIGHT VISIBILITY) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 5,980.00 3,764.000 3,764 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 14,375.00 5,965.000 14,912 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 8 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 SIGN ILLUMINATION SYSTEM LS 7,000.0000 7,000.00 1.000 7,000 183 TEMPORARY LIGHTING SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 184 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,353,500.0000 1,353,500.00 1.000 1,353,500 185 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 186 ISOLATION JOINT SEAL (SILICONE) LF 10.5000 126,000.00 10,630.000 111,615 PROGRAM CAS145 PAGE 9 DATE 03/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 09:53 AM ESTIMATE NO. 043 BID OPENING 10/19/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 03/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,380.00 15,572,846.94 ADJUSTMENT OF COMPENSATION 0.00 910,716.83 EXTRA WORK 0.00 1,022,860.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,380.00 17,506,424.16 187 MOBILIZATION LS 1,600,000.0000 1,600,000.00 1.000 1,600,000 ORIGINAL CONTRACT AMOUNT 17,250,137.43 TOTAL WORK COMPLETED 8,380.00 19,106,424.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 8,380.00 19,096,424.16 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 12/21/16 400 02/14/17 02/14/17 06/11/20 594 71 0 0 99% 100% PROGRESS IS SATISFACTORY ZOKAI, FARID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/20