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 12/26/17 EST. NO. 011 TIME 07:43 AM R.E. NAME: YII,JAMES 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 --------------------------------------------------------------------------- 001 0007 588.15 E.W. @ F.A.(+) 101317 N 27 0 006 0003 220,050.60 A.C. @ L.S.(+) 120117 N 003 0 0004 88,945.07 E.W. @ L.S.(+) 121517 N 004 0 007 0011-1 -3,708.57 E.W. @ F.A.(+) 082217 N 18 0 DAO CORRECTING ENTRY 0019 9,494.05 091217 N 24A 0 011 0001 3,599.63 E.W. @ F.A.(+) 101917 N 28 0 0002 2,460.13 101917 N 29 0 0004 7,784.27 102317 N 31 0 0005 8,189.61 102417 N 32 0 0007 7,902.15 102617 N 34 0 0008 1,491.99 102717 N 35 0 346,797.08 TOTAL THIS ESTIMATE 193,186.81 TOTAL PREVIOUS ESTIMATE 539,983.89 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 12/26/17 EST. NO. 011 TIME 07:43 AM R.E. NAME: YII,JAMES 12-0M3504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 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 0.050 200.00 0.650 2,600 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,868.0000 747,200.00 22.000 41,096.00 213.000 397,884 004 CONSTRUCTION AREA SIGNS LS 28,344.0000 28,344.00 0.800 22,675 005 TRAFFIC CONTROL SYSTEM LS 255,000.0000 255,000.00 0.050 12,750.00 0.460 117,300 006 TYPE III BARRICADE EA 100.0000 300.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,000.00 208.000 5,200 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 78,400.0000 78,400.00 0.050 3,920.00 0.460 36,064 009 TEMPORARY RAILING (TYPE K) LF 10.0000 422,000.00 31,160.000 311,600 010 TEMPORARY CRASH CUSHION MODULE EA 300.0000 48,000.00 78.000 23,400 011 TEMPORARY TRAFFIC SCREEN LF 4.0000 158,000.00 28,270.000 113,080 012 JOB SITE MANAGEMENT LS 32,400.0000 32,400.00 0.050 1,620.00 0.600 19,440 013 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 2.000 1,000 015 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 1.000 2,000 017 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 17,160.00 0.000 0 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,600.00 7.000 1,400 019 TEMPORARY FIBER ROLL LF 3.2500 26,780.00 4,678.000 15,203 020 TEMPORARY GRAVEL BAG BERM LF 4.0000 30,400.00 4,678.000 18,712 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,700.0000 16,200.00 2.000 5,400 022 STREET SWEEPING LS 44,800.0000 44,800.00 0.050 2,240.00 0.100 4,480 PROGRAM CAS145 PAGE 2 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 1,125.00 0.350 7,875 024 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3000 7,110.00 0.000 0 (HAZARDOUS WASTE) 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 10,360.00 47,985.000 9,597 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 0.000 0 028 REMOVE GUARDRAIL LF 7.2000 11,808.00 1,400.000 10,080 029 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 47,648.000 11,912 031 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 560.00 0.000 0 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 6,600.00 33,136.000 8,284 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 980.00 96.000 192 034 REMOVE PAVEMENT MARKER EA 0.5000 5,050.00 5,065.000 2,532 035 REMOVE ROADSIDE SIGN EA 200.0000 6,800.00 17.000 3,400 036 REMOVE ROADSIDE SIGN EA 150.0000 900.00 3.000 450 (STRAP AND SADDLE BRACKET METHOD) 037 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 14,000.00 5.000 10,000 038 REMOVE CURB LF 5.2200 10,544.40 250.000 1,305 039 REMOVE PIPE (LF) LF 11.0000 117,700.00 10,726.000 117,986 040 REMOVE INLET EA 650.0000 24,700.00 36.000 23,400 041 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 0.000 0 044 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 0.000 0 046 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 0.000 0 048 REMOVE CONCRETE (CHANNEL) CY 82.0000 20,500.00 178.000 14,596 049 REMOVE CONCRETE BARRIER (TYPE K) LF 5.9200 68,080.00 12,940.000 76,604 PROGRAM CAS145 PAGE 3 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 87,570 051 ROADWAY EXCAVATION CY 19.8700 1,237,901.00 6,120.000 121,604.40 37,140.000 737,971 052 ROADWAY EXCAVATION (TYPE Y-1) CY 32.0000 86,400.00 3,348.000 107,136 (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 90.000 7,384 (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 0.000 0 (F) 058 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 146.0000 2,920.00 0.000 0 (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 0.000 0 (F) 061 DITCH EXCAVATION CY 74.0000 5,254.00 0.000 0 062 SOIL AMENDMENT CY 24.5000 2,450.00 0.000 0 063 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 0.000 0 065 PLANT (GROUP H) EA 0.4400 30,448.00 0.000 0 066 PLANT (GROUP K) EA 2.7700 144.04 0.000 0 067 PLANT (GROUP A) EA 4.8000 22,128.00 0.000 0 068 PLANT (GROUP U) EA 112.0000 8,288.00 0.000 0 069 MAINTAIN EXISTING PLANTED AREAS LS 62,000.0000 62,000.00 0.750 46,500 070 PLANT ESTABLISHMENT WORK LS 81,500.0000 81,500.00 0.000 0 071 WOOD MULCH CY 57.0000 112,860.00 0.000 0 072 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 0.700 5,600 074 CONTROL AND NEUTRAL CONDUCTORS LS 53,200.0000 53,200.00 0.800 42,560 075 2" REMOTE CONTROL VALVE EA 460.0000 50,600.00 73.000 33,580 076 TWO-WIRE IRRIGATION CONTROLLER EA 10,400.0000 20,800.00 2.000 20,800 PROGRAM CAS145 PAGE 4 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,330.00 110.000 15,510 078 TREE WELL SPRINKLER ASSEMBLY EA 28.0000 6,720.00 0.000 0 079 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 34.0000 11,220.00 0.000 0 080 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 83.5000 13,360.00 0.000 0 081 RISER SPRINKLER ASSEMBLY EA 21.0000 735.00 0.000 0 082 POP-UP SPRINKLER ASSEMBLY EA 31.0000 62.00 0.000 0 083 DRIP VALVE ASSEMBLY EA 637.0000 13,377.00 0.000 0 084 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 0.000 0 (F) LINE) 086 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.4000 33,048.00 0.000 0 (F) LINE) 087 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 14,652.00 0.000 0 (F) (SUPPLY LINE) 088 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.7500 11,212.50 0.000 0 (F) (SUPPLY LINE) 089 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 32,960.00 0.000 0 (F) (SUPPLY LINE) 090 3" PLASTIC PIPE (CLASS 315) LF 5.0000 18,850.00 3,180.000 15,900 (F) (SUPPLY LINE) 091 4" PLASTIC PIPE (CLASS 315) LF 8.2500 70,125.00 1,020.000 8,415.00 6,220.000 51,315 (F) (SUPPLY LINE) 092 1 1/4" PLASTIC PIPE LF 1.9000 39,140.00 16,600.000 31,540 (F) (SCHEDULE 40) (CONDUIT) 093 BALL VALVE EA 500.0000 16,500.00 22.000 11,000 094 PVC PIPE CONDUIT (SLEEVE) LF 14.0000 1,680.00 0.000 0 095 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 1,020.000 66,300.00 1,020.000 66,300 (.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 0.000 0 (SQFT) 099 CLASS 2 AGGREGATE SUBBASE CY 19.4300 392,486.00 2,530.000 49,157.90 12,584.000 244,507 100 CLASS 2 AGGREGATE BASE (CY) CY 22.7300 336,404.00 12,311.000 279,829 101 HOT MIX ASPHALT (TYPE A) TON 61.5000 1,389,900.00 -3,317.616 -204,033.38 0.000 0 102 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.7500 645,420.00 0.000 0 103 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.1000 17,600.00 0.000 0 (PAVING FABRIC) PROGRAM CAS145 PAGE 5 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 5,373.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 175.50 0.000 0 107 PLACE HOT MIX ASPHALT SQYD 20.2300 18,813.90 0.000 0 (MISCELLANEOUS AREA) 108 CONTINUOUSLY REINFORCED CONCRETE CY 251.6000 1,346,060.00 2,674.000 672,778.40 2,674.000 672,778 PAVEMENT 109 GROUND ANCHOR (SUBHORIZONTAL) EA 2,300.0000 62,100.00 0.000 0 110 SOIL NAIL LF 26.0000 50,960.00 0.000 0 111 54" CAST-IN-DRILLED-HOLE CONCRETE LF 930.0000 37,200.00 0.000 0 PILE (SIGN FOUNDATION) 112 60" CAST-IN-DRILLED-HOLE CONCRETE LF 970.0000 145,500.00 0.000 0 PILE (SIGN FOUNDATION) 113 STRUCTURAL CONCRETE, FASCIA CY 1,432.0700 168,984.26 0.000 0 (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 7.000 11,727.38 185.000 309,937 (F) 116 MINOR CONCRETE (ANCHOR BLOCK) CY 647.9800 3,887.88 0.000 0 117 CONCRETE SURFACE TEXTURE SQFT 17.2800 42,958.08 0.000 0 (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 0.000 0 (F) 121 STRUCTURAL SHOTCRETE CY 550.0000 52,250.00 32.000 17,600 (F) 122 FURNISH SIGN STRUCTURE (TRUSS) LB 3.1500 398,295.45 0.000 0 (F) 123 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 37,932.90 0.000 0 (F) 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,640.00 0.000 0 (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 0.000 0 129 ROADSIDE SIGN - ONE POST EA 350.0000 6,650.00 0.000 0 130 ROADSIDE SIGN - TWO POST EA 500.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 METHOD) 132 INSTALL SIGN OVERLAY SQFT 28.0000 3,640.00 0.000 0 133 FURNISH LAMINATED SIGN PANEL (1" TYPE A) SQFT 22.0000 16,940.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 134 FURNISH LAMINATED SIGN PANEL (1"-TYPE A) SQFT 26.0000 17,680.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE IX) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,600.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,190.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 336.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 138 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 5,535.00 0.000 0 139 18" REINFORCED CONCRETE PIPE LF 100.8400 38,319.20 82.000 8,268 140 24" REINFORCED CONCRETE PIPE LF 78.2900 1,182,179.00 96.000 7,515.84 12,688.000 993,343 141 36" REINFORCED CONCRETE PIPE LF 120.9200 141,476.40 0.000 0 142 36" PRECAST CONCRETE PIPE MANHOLE LF 285.0000 2,850.00 0.000 0 143 MINOR CONCRETE (GUTTER) (LF) LF 65.0000 20,410.00 0.000 0 144 DETECTABLE WARNING SURFACE SQFT 57.0000 2,052.00 0.000 0 145 MINOR CONCRETE (MISCELLANEOUS CY 685.0000 12,330.00 0.000 0 CONSTRUCTION) 146 MINOR CONCRETE (SIDEWALK) CY 845.0000 10,140.00 0.000 0 147 MINOR CONCRETE (TEXTURED PAVING) CY 895.0000 161,100.00 0.000 0 148 MINOR CONCRETE (CURB RAMP) CY 960.0000 4,800.00 0.000 0 149 MISCELLANEOUS IRON AND STEEL LB 1.3900 48,185.74 0.000 0 (F) 150 DELINEATOR (CLASS 1) EA 25.0000 2,750.00 0.000 0 151 GUARD RAILING DELINEATOR EA 22.0000 5,500.00 0.000 0 152 OBJECT MARKER (TYPE P) EA 30.0000 180.00 0.000 0 153 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.9000 15,602.00 0.000 0 154 VEGETATION CONTROL (MINOR CONCRETE) SQYD 83.0400 63,940.80 0.000 0 155 CABLE RAILING LF 22.9000 15,938.40 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 157 END ANCHOR ASSEMBLY (TYPE SFT) EA 618.0000 5,562.00 0.000 0 158 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,656.0000 26,560.00 0.000 0 159 ALTERNATIVE BURIED END TERMINAL SYSTEM EA 1,267.0000 1,267.00 0.000 0 160 CONCRETE BARRIER (TYPE 60GCP) LF 200.0000 58,000.00 0.000 0 161 CONCRETE BARRIER (TYPE 60GE) LF 300.0000 384,000.00 0.000 0 162 CONCRETE BARRIER (TYPE 60D) LF 40.0000 19,200.00 0.000 0 163 CONCRETE BARRIER (TYPE 60GC) LF 75.5000 853,150.00 0.000 0 164 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 50.0000 15,600.00 0.000 0 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 10,780.00 0.000 0 166 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,070.00 0.000 0 167 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,112.00 0.000 0 (BROKEN 12-3) 168 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,850.00 0.000 0 169 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 8,120.00 0.000 0 (BROKEN 36-12) 171 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 126.00 0.000 0 (BROKEN 17-7) 172 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 6,360.00 0.000 0 (BROKEN 36-12) 173 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 14,200.00 82,954.000 8,295 174 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 560.00 0.000 0 175 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,704.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 176 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 54.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 177 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 639.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,510.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 5,980.00 2,824.000 2,824 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 14,375.00 2,263.000 5,657 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 8 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 183 TEMPORARY LIGHTING SYSTEM LS 40,000.0000 40,000.00 0.750 30,000 184 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,353,500.0000 1,353,500.00 0.550 744,425 185 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 186 ISOLATION JOINT SEAL (SILICONE) LF 10.5000 126,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M3504 TIME 07:43 AM ESTIMATE NO. 011 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 12/20/17 R.E. NAME: YII,JAMES DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 796,416.54 6,073,141.05 ADJUSTMENT OF COMPENSATION 220,050.60 220,050.60 EXTRA WORK 126,746.48 319,933.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,143,213.62 6,613,124.94 187 MOBILIZATION LS 1,600,000.0000 1,600,000.00 0.950 1,520,000 ORIGINAL CONTRACT AMOUNT 17,250,137.43 TOTAL WORK COMPLETED 1,143,213.62 8,133,124.94 MATERIALS ON HAND ON SITE 33,975.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,143,213.62 8,167,100.25 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 12/21/16 650 02/14/17 02/14/17 10/07/19 210 10 0 0 46% 32% PROGRESS IS SATISFACTORY YII,JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/17