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 11/27/18 EST. NO. 024 TIME 11:37 AM R.E. NAME: SANDOVAL, MARTIN 07-279114 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0001 3,564.00 A.C. @ U.P.(+) 110518 N 1 0 014 0001 19,484.65 A.C. @ L.S.(+) 110418 N 1 0 23,048.65 TOTAL THIS ESTIMATE 891,507.22 TOTAL PREVIOUS ESTIMATE 914,555.87 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 11/27/18 EST. NO. 024 TIME 11:37 AM R.E. NAME: SANDOVAL, MARTIN 07-279114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION CPR JULY-OCT 2017 -5,000.00 012 CPR AUG 2017 -1,000.00 013 CPR JULY-OCT 2017 5,000.00 014 CPR AUG 2017 1,000.00 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 LOCATION PROGRESS ESTIMATE 07-LA-60-R24.4/R25.3 ----------------- ORTIZ ENTERPRISES, INC. IN LOS ANGELES COUNTY 6 CUSHING SUITE 200 IN DIAMOND BAR AND IRVINE CA 92618 CITY OF INDUSTRY FROM GRAND AVENUE OVERCROSSING TO 0.1 MILE WEST OF PROSPECTOR ROAD UNDERCROSSING FED. AID NO. TTDG-6204(76) CONSTRUCT RAMPS/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 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 1.000 25,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 1,120,000.00 400.000 1,120,000 004 CONSTRUCTION AREA SIGNS LS 65,000.0000 65,000.00 1.000 65,000 005 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 1.000 235,000 006 TYPE III BARRICADE EA 200.0000 6,000.00 36.000 7,200 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.9000 4,307.00 1,041.000 6,141 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6900 25,944.00 48,857.000 33,711 009 CHANNELIZER (SURFACE MOUNTED) EA 44.0000 11,000.00 242.000 10,648 010 TEMPORARY PAVEMENT MARKER EA 7.5000 5,175.00 964.000 7,230 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 5,000.00 2.000 5,000 012 TEMPORARY RAILING (TYPE K) LF 11.0000 195,800.00 19,470.000 214,170 013 TEMPORARY CRASH CUSHION MODULE EA 350.0000 77,000.00 188.000 65,800 014 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 50,000.0000 50,000.00 1.000 50,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 15,500.00 10.000 5,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 560.0000 560.00 1.000 560 018 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 2.000 4,000 019 TEMPORARY EROSION CONTROL BLANKET SQYD 8.0000 2,800.00 0.000 0 020 TEMPORARY HYDRAULIC MULCH SQYD 0.3200 7,264.00 20,631.000 6,601 021 TEMPORARY CHECK DAM LF 10.0000 1,000.00 200.000 2,000 022 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,750.00 11.000 2,750 PROGRAM CAS145 PAGE 2 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 5.0000 11,500.00 2,896.000 14,480 024 TEMPORARY SILT FENCE LF 4.0000 20,400.00 822.000 3,288 025 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 8.000 80,000 026 STREET SWEEPING LS 65,000.0000 65,000.00 1.000 65,000 027 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 028 HEALTH AND SAFETY PLAN LS 7,500.0000 7,500.00 1.000 7,500 029 DEWATERING (CONTAMINATED WATER) GAL 4.0000 22,160.00 4,800.000 19,200 030 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.2500 7,562.50 2,896.000 3,620 (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.1300 2,132.00 16,312.000 2,120 032 ABANDON CULVERT (EA) EA 4,500.0000 4,500.00 1.000 4,500 033 REMOVE CHAIN LINK FENCE LF 6.0500 26,257.00 3,960.000 23,958 034 REMOVE GUARDRAIL LF 13.7500 14,025.00 1,129.000 15,523 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 14,520.00 17,031.000 9,367 036 REMOVE PAINTED PAVEMENT MARKING SQFT 9.0000 2,070.00 823.000 7,407 037 REMOVE PAVEMENT MARKER EA 2.5000 2,900.00 1,100.000 2,750 038 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 1,840.00 23.000 1,840 039 REMOVE ROADSIDE SIGN (METAL POST) EA 80.0000 160.00 2.000 160 040 REMOVE ROADSIDE SIGN EA 80.0000 400.00 5.000 400 (STRAP AND SADDLE BRACKET METHOD) 041 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 8,000.00 2.000 8,000 042 REMOVE CULVERT (LF) LF 44.0000 42,240.00 959.700 42,226 043 REMOVE REINFORCED CONCRETE BOX CULVERT LF 85.0000 13,600.00 160.000 13,600 (LF) 044 REMOVE INLET EA 1,340.0000 13,400.00 10.000 13,400 045 REMOVE HEADWALL EA 500.0000 2,000.00 4.000 2,000 046 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 12.0000 21,360.00 1,780.000 21,360 047 RELOCATE ROADSIDE SIGN EA 250.0000 4,500.00 16.000 4,000 048 ADJUST MANHOLE TO GRADE EA 700.0000 1,400.00 2.000 1,400 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 70.0000 3,850.00 80.000 5,600 PROGRAM CAS145 PAGE 3 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CY) CY 30.0000 11,700.00 383.700 11,511 051 REMOVE CONCRETE FLARED END SECTION EA 750.0000 2,250.00 3.000 2,250 052 REMOVE CONCRETE (CHANNEL) CY 30.0000 8,100.00 267.000 8,010 053 REMOVE CONCRETE BARRIER LF 50.0000 9,000.00 172.070 8,603 054 REMOVE CONCRETE BARRIER (TYPE 50) LF 65.0000 9,100.00 136.000 8,840 055 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 4.0000 7,720.00 1,928.000 7,712 056 REMOVE SOUND WALL (LF) LF 27.0000 14,310.00 530.000 14,310 057 CAP INLET EA 1,100.0000 6,600.00 6.000 6,600 058 SAND BACKFILL CY 132.0000 1,188.00 8.800 1,161 059 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 750.00 1.000 750 060 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 061 ROADWAY EXCAVATION CY 13.0000 864,500.00 66,404.000 863,252 062 ROADWAY EXCAVATION (TYPE Z-2) CY 130.0000 292,500.00 2,250.000 292,500 (AERIALLY DEPOSITED LEAD) 063 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 40.0000 85,600.00 2,140.000 85,600 064 STRUCTURE EXCAVATION CY 62.0000 129,766.00 2,093.000 129,766 (F) 065 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 22,980.00 1,532.000 22,980 (F) 066 STRUCTURE EXCAVATION (TYPE Z-2) CY 130.0000 28,470.00 219.000 28,470 (AERIALLY DEPOSITED LEAD) 067 STRUCTURE BACKFILL CY 300.0000 82,200.00 274.000 82,200 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) CY 32.0000 33,600.00 1,050.000 33,600 (F) 069 DITCH EXCAVATION CY 9.0000 4,050.00 450.000 4,050 070 ROADSIDE CLEARING LS 11,500.0000 11,500.00 1.000 11,500 071 ROCK BLANKET SQFT 9.5000 325,850.00 34,100.000 323,950 072 SOIL AMENDMENT CY 200.0000 400.00 2.000 400 073 ORGANIC FERTILIZER LB 1.1000 4,972.00 4,520.000 4,972 074 PACKET FERTILIZER EA 0.2900 58.00 200.000 58 075 PLANT (GROUP U) EA 140.0000 3,500.00 25.000 3,500 076 MAINTAIN EXISTING PLANTED AREAS LS 21,700.0000 21,700.00 1.000 21,700 PROGRAM CAS145 PAGE 4 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT ESTABLISHMENT WORK LS 32,700.0000 32,700.00 0.084 2,746.80 0.532 17,396 078 WOOD MULCH CY 36.7000 85,144.00 2,320.000 85,144 079 CHECK AND TEST EXISTING IRRIGATION LS 3,860.0000 3,860.00 1.000 3,860 FACILITIES 080 OPERATE EXISTING IRRIGATION FACILITIES LS 13,600.0000 13,600.00 1.000 13,600 081 CONTROL AND NEUTRAL CONDUCTORS LS 19,400.0000 19,400.00 1.000 19,400 082 1" REMOTE CONTROL VALVE EA 370.0000 1,110.00 3.000 1,110 083 1 1/2" REMOTE CONTROL VALVE EA 470.0000 470.00 1.000 470 084 8 STATION IRRIGATION CONTROLLER EA 4,730.0000 4,730.00 0.000 0 (WALL MOUNTED) 085 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 56.1000 1,234.20 22.000 1,234 (F) 086 IRRIGATION CONTROLLER ENCLOSURE EA 5,370.0000 5,370.00 0.000 0 CABINET 087 FLOW SENSOR EA 2,270.0000 2,270.00 0.000 0 088 RISER SPRINKLER ASSEMBLY EA 36.8000 2,870.40 70.000 2,576 089 POP-UP SPRINKLER ASSEMBLY EA 96.7000 967.00 10.000 967 090 1" GATE VALVE EA 210.0000 420.00 2.000 420 091 1 1/4" GATE VALVE EA 370.0000 1,850.00 4.000 1,480 092 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.1500 5,789.25 1,395.000 5,789 (F) LINE) 093 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.3000 258.00 60.000 258 (F) LINE) 094 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.7000 21,061.50 3,695.000 21,061 (F) (SUPPLY LINE) 095 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.5500 166.50 30.000 166 (F) (SUPPLY LINE) 096 8" CORRUGATED HIGH DENSITY LF 76.5000 13,005.00 163.000 12,469 POLYETHYLENE PIPE CONDUIT 097 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0700 17,290.00 247,000.000 17,290 (SQFT) 098 HYDROMULCH SQFT 0.1100 372.90 3,390.000 372 099 HYDROSEED SQFT 0.0400 10,040.00 251,000.000 10,040 100 COMPOST SQFT 0.0200 5,020.00 251,000.000 5,020 101 CLASS 2 AGGREGATE BASE (CY) CY 110.0000 36,300.00 956.440 105,208 102 CLASS 3 AGGREGATE BASE (CY) CY 40.0000 572,000.00 14,602.430 584,097 103 LEAN CONCRETE BASE CY 121.0000 876,040.00 7,074.710 856,039 PROGRAM CAS145 PAGE 5 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE RAPID SETTING CY 1,030.0000 164,800.00 153.150 157,744 105 BASE BOND BREAKER SQYD 1.2500 29,000.00 23,266.510 29,083 106 HOT MIX ASPHALT (TYPE A) TON 63.0000 603,540.00 8,575.800 540,275 107 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 78.0000 97,500.00 1,223.110 95,402 108 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 7.0000 1,540.00 218.100 1,526 (PAVING FABRIC) 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 1,350.00 294.800 1,474 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 12,400.00 2,577.750 12,888 111 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 4,200.00 841.920 4,209 112 PLACE HOT MIX ASPHALT SQYD 75.0000 300.00 3.800 285 (MISCELLANEOUS AREA) 113 TACK COAT TON 900.0000 11,700.00 19.650 17,685 114 JOINTED PLAIN CONCRETE PAVEMENT CY 220.0000 1,738,000.00 7,946.920 1,748,322 115 JOINTED PLAIN CONCRETE PAVEMENT CY 570.0000 330,600.00 570.300 325,071 (RSC) 116 DRILL AND BOND (TIE BAR) EA 20.0000 5,000.00 250.000 5,000 117 JOINT SEAL (ASPHALT RUBBER) LF 2.8000 38,360.00 24,245.000 67,886 118 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 3.0000 13,560.00 4,270.000 12,810 119 ISOLATION JOINT SEAL (PREFORMED LF 10.0000 1,300.00 0.000 0 COMPRESSION) 120 GRIND EXISTING CONCRETE SQYD 7.2500 41,107.50 5,832.300 42,284 PAVEMENT 121 30" CAST-IN-DRILLED-HOLE CONCRETE LF 820.0000 18,040.00 22.000 18,040 PILE (SIGN FOUNDATION) 122 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,550.0000 201,500.00 127.000 196,850 PILE (SIGN FOUNDATION) 123 STRUCTURAL CONCRETE CY 420.0000 158,760.00 378.000 158,760 (F) 124 STRUCTURAL CONCRETE, RETAINING WALL CY 570.0000 225,150.00 395.000 225,150 (F) 125 STRUCTURAL CONCRETE, BOX CULVERT CY 360.0000 222,120.00 617.000 222,120 (F) 126 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 167,700.00 129.000 167,700 (F) 127 JOINT SEAL (TYPE AL) LF 300.0000 1,200.00 36.000 10,800 128 BAR REINFORCING STEEL LB 0.7700 66,038.28 85,764.000 66,038 (F) 129 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9100 39,130.00 43,000.000 39,130 (F) 130 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8700 101,313.24 116,452.000 101,313 (F) PROGRAM CAS145 PAGE 6 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.3000 37,412.70 7,059.000 37,412 (F) 132 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 7,059.00 7,059.000 7,059 (F) 133 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 413,255.70 125,229.000 413,255 (F) 134 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 50,091.60 125,229.000 50,091 (F) 135 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 750.00 30.000 750 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,350.00 101.380 2,534 (0.063"-UNFRAMED) 137 ROADSIDE SIGN - ONE POST EA 300.0000 9,900.00 34.000 10,200 138 ROADSIDE SIGN - TWO POST EA 850.0000 5,100.00 6.000 5,100 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 1.000 100 METHOD) 140 FURNISH FORMED PANEL SIGN SQFT 25.0000 40,500.00 1,618.000 40,450 (OVERHEAD) FOR RETROREFLECTIVE SHEETING (TYPE XI) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,750.00 109.930 2,748 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 3,250.00 123.000 3,075 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 725.00 28.500 712 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 9,750.00 381.500 9,537 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 25.0000 56,250.00 2,241.430 56,035 146 SOUND WALL (MASONRY BLOCK) SQFT 17.5000 120,575.00 6,890.000 120,575 (F) 147 36" TEMPORARY CULVERT LF 135.0000 64,800.00 510.000 68,850 148 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 105.0000 42,000.00 404.700 42,493 149 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 99.0000 167,310.00 1,667.300 165,062 150 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 123.0000 94,710.00 751.000 92,373 151 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 127.0000 109,220.00 859.100 109,105 152 18" CORRUGATED STEEL PIPE (.079" THICK) LF 281.0000 2,248.00 20.000 5,620 153 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 5,550.00 370.000 5,550 154 6" NON-PERFORATED PLASTIC PIPE LF 40.0000 8,000.00 200.000 8,000 UNDERDRAIN PROGRAM CAS145 PAGE 7 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 CLASS 4 PERMEABLE MATERIAL CY 65.0000 8,190.00 126.000 8,190 (F) 156 CLASS 5 PERMEABLE MATERIAL CY 65.0000 7,150.00 110.000 7,150 (F) 157 DRAINAGE INLET MARKER EA 30.0000 120.00 4.000 120 158 18" CONCRETE FLARED END SECTION EA 750.0000 750.00 1.000 750 159 24" CONCRETE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200 160 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 10,500.00 36.100 10,830 161 ROCK SLOPE PROTECTION CY 150.0000 1,800.00 11.900 1,785 (F) (FACING, METHOD B) (CY) 162 GABION CY 175.0000 2,100.00 12.000 2,100 (F) 163 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 295.00 58.000 290 164 DETECTABLE WARNING SURFACE SQFT 59.0000 5,841.00 99.400 5,864 165 MINOR CONCRETE (MISCELLANEOUS CY 660.0000 250,800.00 335.400 221,364 CONSTRUCTION) 166 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 45.0000 6,300.00 140.000 6,300 167 MISCELLANEOUS IRON AND STEEL LB 1.3000 14,640.60 11,262.000 14,640 (F) 168 FRAME AND GRATE EA 750.0000 5,250.00 7.000 5,250 169 MISCELLANEOUS METAL LB 21.2000 31,757.60 1,498.000 31,757 (F) 170 MISCELLANEOUS METAL (SCREENED PIPE) LB 8.0000 8,736.00 1,092.000 8,736 (F) 171 CHAIN LINK FENCE (TYPE CL-6) LF 21.2000 97,308.00 4,223.000 89,527 172 DELINEATOR (CLASS 1) EA 50.0000 2,100.00 42.000 2,100 173 OBJECT MARKER EA 25.0000 150.00 6.000 150 174 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.6000 31,080.00 1,048.000 31,020 175 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 56,000.00 923.820 64,667 176 CABLE RAILING LF 35.5000 8,413.50 237.000 8,413 (F) 177 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 4,100.00 2.000 8,200 178 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,200.00 6.000 4,200 179 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 7,800.00 2.000 7,800 180 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 14,500.00 5.000 14,500 181 CONCRETE BARRIER (TYPE 60D) LF 70.0000 36,400.00 520.000 36,400 PROGRAM CAS145 PAGE 8 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 80.0000 11,200.00 140.000 11,200 183 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 11,700.00 18,536.000 11,121 184 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 9,840.00 5,647.000 13,552 185 THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 29,380.00 1,818.000 23,634 (PREFORMED) 186 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 9,000.00 13,962.000 8,377 187 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 5,960.00 2,687.000 10,748 188 PAVEMENT MARKER (NON-REFLECTIVE) EA 9.0000 3,150.00 187.000 1,683 189 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 6,930.00 878.000 7,902 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LIGHTING (CITY STREET) LS 60,000.0000 60,000.00 1.000 60,000 192 ELECTRIC SERVICE FOR IRRIGATION LS 57,000.0000 57,000.00 1.000 57,000 193 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,275,000.0000 1,275,000.00 1.000 1,275,000 194 CLASS D FILTER FABRIC SQYD 4.0000 1,160.00 290.000 1,160 PROGRAM CAS145 PAGE 9 DATE 11/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-279114 TIME 11:37 AM ESTIMATE NO. 024 BID OPENING 08/09/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,746.80 13,694,459.04 ADJUSTMENT OF COMPENSATION 23,048.65 563,785.45 EXTRA WORK 0.00 350,770.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,795.45 14,609,014.91 195 MOBILIZATION LS 1,350,000.0000 1,350,000.00 1.000 1,350,000 ORIGINAL CONTRACT AMOUNT 15,018,746.97 TOTAL WORK COMPLETED 25,795.45 15,959,014.91 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 25,795.45 15,959,014.91 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 09/28/16 650 12/05/16 12/05/16 09/30/19 400 31 0 0 100% 62% PROGRESS IS SATISFACTORY SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/18