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 08/24/20 EST. NO. 012 TIME 03:09 PM R.E. NAME: MINOVI, SEPAND 07-301104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0002 10,137.03 E.W. @ L.S.(+) 081920 N 0002 0 015 0003 1,379,647.30 E.W. @ U.P (+) 081920 N 0003 0 020 0001 456,720.60 E.W. @ U.P (+) 081920 N 001 0 021 0003 5,484.36 E.W. @ U.P (+) 081920 N 0003 0 023 0002 3,447.00 E.W. @ U.P (+) 081920 N 0002 0 025 0001 20,164.55 E.W. @ L.S.(+) 081920 N 0001 0 1,875,600.84 TOTAL THIS ESTIMATE 4,845,745.42 TOTAL PREVIOUS ESTIMATE 6,721,346.26 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 08/24/20 EST. NO. 012 TIME 03:09 PM R.E. NAME: MINOVI, SEPAND 07-301104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 LOCATION PROGRESS ESTIMATE 07-LA-60-R2.8/11.8 ----------------- 07-LA-710-24.1/25.1 GUY F. ATKINSON CONSTRUCTION, IN LOS ANGELES COUNTY, IN THE LLC CITIES OF MONTEREY PARK, 18201 VON KARMAN AVE STE 800 MONTEBELLO, AND SOUTH EL MONTE IRVINE CA 92612 BETWEEN I-710 AND I-605 FED. AID NO. ACNH-X037(211)E MAJOR PAVEMENT REHABILITATION & ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 1.000 11,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 9,010.0000 7,658,500.00 23.000 207,230.00 165.000 1,486,650 003 CONSTRUCTION AREA SIGNS LS 155,000.0000 155,000.00 0.750 116,250 004 TRAFFIC CONTROL SYSTEM LS 3,885,000.0000 3,885,000.00 0.089 345,765.00 0.440 1,709,400 005 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 360,000.0000 360,000.00 0.750 270,000 006 TYPE III BARRICADE EA 202.0000 40,400.00 6.000 1,212.00 135.000 27,270 007 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 23,500.00 200.000 5,000.00 676.000 16,900 008 TEMPORARY RAILING (TYPE K) LF 10.0000 4,540,000.00 37,020.000 370,200.00 208,520.000 2,085,200 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 JOB SITE MANAGEMENT LS 265,000.0000 265,000.00 0.090 23,850.00 0.440 116,600 011 PREPARE STORM WATER POLLUTION PREVENTION LS 21,500.0000 21,500.00 1.000 21,500 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 9.000 4,500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 2,750.00 2.000 500.00 7.000 1,750 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 015 TEMPORARY SOIL BINDER SQYD 5.0000 2,600.00 0.000 0 016 TEMPORARY COVER SQYD 3.0000 2,640.00 555.600 1,666 017 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 57,000.00 23.000 4,370.00 247.000 46,930 018 TEMPORARY FIBER ROLL LF 2.5000 143,250.00 9,110.000 22,775 019 TEMPORARY CONSTRUCTION ENTRANCE EA 5,920.0000 59,200.00 2.000 11,840 020 STREET SWEEPING LS 1,110,000.0000 1,110,000.00 0.144 159,840.00 0.439 487,290 021 TEMPORARY CONCRETE WASHOUT LS 220,000.0000 220,000.00 0.090 19,800.00 0.440 96,800 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 67,100.00 83,107.000 45,708 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.2000 31,000.00 77,580.000 15,516 024 ROADWAY EXCAVATION (TYPE-COM) CY 239.0000 6,931.00 1.480 353 (AERIALLY DEPOSITED LEAD) 025 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 11.5000 15,755.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 0.500 32,500 027 ROADWAY EXCAVATION CY 33.0000 7,920,000.00 18,527.000 611,391.00 110,690.160 3,652,775 028 ROADWAY EXCAVATION (TYPE Z-2) CY 239.0000 138,620.00 5.980 1,429 (AERIALLY DEPOSITED LEAD) 029 STRUCTURE EXCAVATION CY 35.0000 136,605.00 2,478.160 86,735 (F) 030 STRUCTURE BACKFILL CY 91.0000 232,050.00 856.000 77,896 (F) 031 DITCH EXCAVATION CY 221.0000 30,940.00 0.000 0 032 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.5000 186,750.00 76,434.360 191,085 CLASS A1 033 ROADSIDE CLEARING LS 22,000.0000 22,000.00 0.000 0 034 SOIL AMENDMENT CY 57.0000 3,705.00 0.000 0 035 SLOW-RELEASE FERTILIZER LB 2.0000 16,680.00 0.000 0 036 PLANT (GROUP H) EA 0.7500 16,875.00 0.000 0 037 PLANT (GROUP B) EA 27.5000 440,000.00 0.000 0 038 PLANT (GROUP U) EA 174.0000 14,616.00 0.000 0 039 MAINTAIN EXISTING PLANTED AREAS LS 14,000.0000 14,000.00 0.000 0 040 PLANT ESTABLISHMENT WORK LS 33,000.0000 33,000.00 0.000 0 041 WOOD MULCH CY 67.0000 58,290.00 0.000 0 042 CHECK AND TEST EXISTING IRRIGATION LS 13,000.0000 13,000.00 1.000 13,000 FACILITIES 043 OPERATE EXISTING IRRIGATION FACILITIES LS 8,500.0000 8,500.00 0.000 0 044 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 0.000 0 045 CONTROL AND NEUTRAL CONDUCTORS LS 26,000.0000 26,000.00 0.000 0 046 1" REMOTE CONTROL VALVE EA 430.0000 10,320.00 0.000 0 047 1 1/2" REMOTE CONTROL VALVE EA 486.0000 6,804.00 0.000 0 048 REMOTE CONTROL VALVE EA 435.0000 9,135.00 0.000 0 WITH PRESSURE REGULATOR 049 AIR RELIEF VALVE EA 52.0000 1,092.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 AUTOMATIC FLUSH VALVE EA 52.0000 1,092.00 0.000 0 051 24-32 STATION IRRIGATION CONTROLLER EA 6,550.0000 26,200.00 0.000 0 (WALL MOUNTED) 052 5/8" DRIP IRRIGATION TUBING LF 1.1000 83,732.00 0.000 0 (F) 053 FLOW SENSOR EA 665.0000 1,330.00 0.000 0 054 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 57.0000 4,389.00 0.000 0 055 RISER SPRINKLER ASSEMBLY EA 41.0000 31,570.00 0.000 0 056 POP-UP SPRINKLER ASSEMBLY EA 36.0000 4,680.00 0.000 0 057 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 94,295.00 0.000 0 (F) LINE) 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 40,715.00 0.000 0 (F) LINE) 059 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 18,410.00 0.000 0 (F) (SUPPLY LINE) 060 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 4,444.00 0.000 0 (F) (SUPPLY LINE) 061 2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 9,180.00 0.000 0 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 41,327.00 0.000 0 (F) (SUPPLY LINE) 063 BALL VALVE EA 256.0000 7,680.00 0.000 0 064 6" WELDED STEEL PIPE CONDUIT LF 374.0000 11,220.00 0.000 0 065 HYDROMULCH SQFT 0.2000 1,060.00 0.000 0 066 HYDROSEED SQFT 0.2000 1,060.00 0.000 0 067 CLASS 3 AGGREGATE BASE (CY) CY 41.0000 3,251,300.00 5,695.710 233,524.11 38,328.990 1,571,488 068 LEAN CONCRETE BASE CY 131.0000 1,951,900.00 2,689.940 352,382.14 6,461.600 846,469 069 LEAN CONCRETE BASE RAPID SETTING CY 188.0000 3,421,600.00 805.040 151,347.52 3,659.510 687,987 070 BASE BOND BREAKER SQYD 1.6000 460,800.00 27,137.540 43,420.06 91,231.030 145,969 071 HOT MIX ASPHALT (TYPE A) TON 114.0000 1,470,600.00 291.640 33,246.96 3,981.750 453,919 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 1,792,000.00 1,954.590 312,734 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 85,600.00 11,284.670 22,569 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 7,480.00 1,481.500 2,963 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 21,000.00 25.350 50.70 3,900.000 7,800 076 PLACE HOT MIX ASPHALT SQYD 45.0000 30,150.00 19.440 874 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 762.0000 16,764.00 5.430 4,137 078 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 594,000.00 6,771.000 6,771.00 162,931.970 162,931 079 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 240,400.00 1,820.000 7,280.00 19,637.320 78,549 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 945,000.00 1,357.910 12,221.19 18,190.440 163,713 081 JOINTED PLAIN CONCRETE PAVEMENT CY 196.0000 13,132,000.00 7,379.880 1,446,456.48 38,496.410 7,545,296 082 JOINTED PLAIN CONCRETE PAVEMENT CY 229.0000 13,740,000.00 2,794.810 640,011.49 11,232.290 2,572,194 (RSC) 083 DRILL AND BOND (DOWEL BAR) EA 10.2500 79,950.00 293.000 3,003.25 4,809.000 49,292 084 DRILL AND BOND (TIE BAR) EA 9.7500 659,100.00 2,073.000 20,211.75 3,284.000 32,019 085 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 824.0000 642,720.00 780.000 642,720 086 JOINT SEAL (PREFORMED COMPRESSION) LF 3.0000 13,260.00 0.000 0 087 ISOLATION JOINT SEAL (PREFORMED LF 9.2500 2,146,000.00 3,280.000 30,340.00 3,280.000 30,340 COMPRESSION) 088 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 4.2500 990,250.00 21,846.740 92,848.65 59,140.940 251,349 089 GRIND EXISTING CONCRETE SQYD 5.2500 1,601,250.00 0.000 0 PAVEMENT 090 16" CAST-IN-DRILLED-HOLE CONCRETE LF 280.0000 8,680.00 0.000 0 PILING (BARRIER) 091 60" CAST-IN-DRILLED-HOLE CONCRETE LF 919.0000 422,740.00 0.000 0 PILE (SIGN FOUNDATION) 092 STRUCTURAL CONCRETE CY 720.0000 468,432.00 140.000 100,800.00 140.000 100,800 (F) 093 AGGREGATE BASE (APPROACH SLAB) CY 406.0000 190,414.00 80.900 32,845.40 179.650 72,937 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 668.0000 3,130,916.00 391.750 261,689.00 2,050.640 1,369,827 (TYPE R) 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,560.0000 445,184.00 65.030 166,476.80 216.090 553,190 (F) 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,235.0000 32,851.00 1.640 2,025.40 8.600 10,621 (F) 097 MINOR CONCRETE (BACKFILL) CY 337.0000 6,403.00 0.000 0 (F) 098 PAVING NOTCH EXTENSION CF 126.0000 274,176.00 238.500 30,051.00 1,208.590 152,282 099 CLEAN EXPANSION JOINT LF 19.0000 3,686.00 0.000 0 100 JOINT SEAL (MR 1/2") LF 44.0000 121,396.00 540.000 23,760.00 540.000 23,760 101 JOINT SEAL (MR 1") LF 50.0000 32,450.00 78.000 3,900.00 78.000 3,900 102 JOINT SEAL (TYPE AL) LF 27.0000 4,050.00 0.000 0 103 BAR REINFORCING STEEL LB 1.2500 201,285.00 78,100.000 97,625.00 78,100.000 97,625 (F) PROGRAM CAS145 PAGE 5 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SIGN STRUCTURE (TRUSS) LB 4.7500 1,307,504.00 0.000 0 (F) 105 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 137,632.00 0.000 0 (F) 106 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 530.0000 24,380.00 0.000 0 107 REMOVE SIGN STRUCTURE (EA) EA 4,900.0000 83,300.00 20.000 98,000 108 BRIDGE REMOVAL (PORTION), LOCATION A LS 2,500.0000 2,500.00 1.000 2,500 109 BRIDGE REMOVAL (PORTION), LOCATION B LS 2,500.0000 2,500.00 1.000 2,500 110 BRIDGE REMOVAL (PORTION), LOCATION C LS 2,500.0000 2,500.00 1.000 2,500 111 BRIDGE REMOVAL (PORTION), LOCATION D LS 2,500.0000 2,500.00 1.000 2,500 112 BRIDGE REMOVAL (PORTION), LOCATION E LS 2,500.0000 2,500.00 1.000 2,500 113 BRIDGE REMOVAL (PORTION), LOCATION F LS 2,500.0000 2,500.00 1.000 2,500 114 BRIDGE REMOVAL (PORTION), LOCATION G LS 2,500.0000 2,500.00 1.000 2,500 115 BRIDGE REMOVAL (PORTION), LOCATION H LS 2,500.0000 2,500.00 1.000 2,500 116 BRIDGE REMOVAL (PORTION), LOCATION I LS 2,500.0000 2,500.00 1.000 2,500 117 BRIDGE REMOVAL (PORTION), LOCATION J LS 16,000.0000 16,000.00 1.000 16,000 118 BRIDGE REMOVAL (PORTION), LOCATION K LS 6,000.0000 6,000.00 1.000 6,000 119 12" PLASTIC PIPE LF 57.0000 5,130.00 90.000 5,130.00 90.000 5,130 120 15" PLASTIC PIPE LF 89.0000 6,853.00 0.000 0 121 18" REINFORCED CONCRETE PIPE LF 176.0000 40,480.00 0.000 0 122 24" REINFORCED CONCRETE PIPE LF 171.0000 162,450.00 292.100 49,949 123 12" CORRUGATED STEEL PIPE (.079" THICK) LF 560.0000 2,800.00 0.000 0 124 18" CORRUGATED STEEL PIPE (.079" THICK) LF 267.0000 23,763.00 0.000 0 125 18" SLOTTED CORRUGATED STEEL PIPE LF 108.0000 1,360,800.00 2,176.250 235,035.00 12,600.000 1,360,800 (.079" THICK) 126 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 16.5000 9,735.00 0.000 0 127 6" NON-PERFORATED PLASTIC PIPE LF 35.0000 5,950.00 0.000 0 UNDERDRAIN 128 CLASS 4 PERMEABLE MATERIAL CY 139.0000 38,920.00 0.000 0 129 CLASS 5 PERMEABLE MATERIAL CY 150.0000 37,500.00 0.000 0 130 24" CONCRETE FLARED END SECTION EA 1,660.0000 8,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ABANDON CULVERT (LF) LF 30.0000 4,200.00 106.400 3,192 132 REMOVE CONCRETE DRAIN CY 300.0000 1,500.00 0.000 0 133 REMOVE PIPE (LF) LF 13.0000 171,600.00 14,355.370 186,619 134 REMOVE INLET EA 1,305.0000 156,600.00 2.000 2,610.00 116.000 151,380 135 REMOVE HEADWALL EA 1,465.0000 5,860.00 0.000 0 136 REMOVE FLARED END SECTION (EA) EA 682.0000 682.00 0.000 0 137 MODIFY INLET EA 3,500.0000 35,000.00 10.000 35,000 138 REMOVE CONCRETE (CHANNEL) CY 4,210.0000 2,526.00 0.000 0 139 SAND BACKFILL CY 300.0000 2,400.00 0.000 0 140 CONCRETE (DITCH LINING) CY 1,275.0000 87,975.00 0.000 0 141 GABION CY 395.0000 13,035.00 0.000 0 (F) 142 ROCK SLOPE PROTECTION CY 421.0000 35,364.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 143 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 260.00 0.000 0 144 FILTER FABRIC (CLASS D) SQYD 3.0000 1,920.00 0.000 0 145 MINOR CONCRETE (CURB) (CY) CY 825.0000 330.00 0.000 0 146 MINOR CONCRETE (GUTTER) (CY) CY 825.0000 5,775.00 0.000 0 147 DETECTABLE WARNING SURFACE SQFT 82.0000 36,900.00 0.000 0 148 MINOR CONCRETE (CURB AND GUTTER) CY 825.0000 115,500.00 0.000 0 149 MINOR CONCRETE (DRIVEWAY) CY 980.0000 3,920.00 0.000 0 150 MINOR CONCRETE (SIDEWALK) CY 980.0000 13,720.00 0.000 0 151 MINOR CONCRETE (CURB RAMP) CY 2,320.0000 78,880.00 0.000 0 152 MINOR CONCRETE (RETAINING CURB) CY 825.0000 20,625.00 0.000 0 153 REMOVE CONCRETE CURB (LF) LF 21.5000 44,720.00 0.000 0 154 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 3,800.00 0.000 0 155 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 505.0000 4,545.00 0.000 0 156 REMOVE CONCRETE (CURB AND GUTTER) LF 7.0000 3,570.00 0.000 0 157 MISCELLANEOUS IRON AND STEEL LB 6.0000 314,916.00 22,643.000 135,858.00 49,684.000 298,104 (F) PROGRAM CAS145 PAGE 7 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MISCELLANEOUS METAL LB 16.0000 46,704.00 0.000 0 (F) 159 MISCELLANEOUS METAL (INCLINED SCREEN) LB 15.5000 15,810.00 0.000 0 (F) 160 TEMPORARY FENCE (TYPE CL-6) LF 18.0000 4,320.00 0.000 0 161 CHAIN LINK FENCE (TYPE CL-6) LF 33.0000 43,890.00 0.000 0 162 4' CHAIN LINK GATE (TYPE CL-6) EA 1,455.0000 5,820.00 0.000 0 163 12' CHAIN LINK GATE (TYPE CL-6) EA 1,870.0000 11,220.00 0.000 0 164 REMOVE CHAIN LINK FENCE LF 10.0000 3,600.00 0.000 0 165 REMOVE PAVEMENT MARKER EA 1.1000 81,840.00 2,671.000 2,938.10 33,872.000 37,259 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 158,675.00 3,144.000 8,646.00 24,749.000 68,059 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 REMOVE ROADSIDE SIGN EA 102.0000 29,580.00 8.000 816 169 REMOVE ROADSIDE SIGN PANEL EA 51.0000 1,683.00 2.000 102 170 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.5000 220,100.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH LAMINATED PANEL SIGN SQFT 27.5000 53,625.00 0.000 0 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH LAMINATED PANEL SIGN SQFT 26.5000 27,560.00 0.000 0 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH LAMINATED PANEL SIGN SQFT 28.5000 6,555.00 0.000 0 (2 1/2"- TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 5,535.00 0.000 0 (0.063"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 11,130.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 5,510.00 0.000 0 (0.080"-UNFRAMED) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 19,690.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 5,365.00 0.000 0 (0.063"-FRAMED) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,050.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 9,145.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 8 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 181 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 83,600.00 0.000 0 182 ROADSIDE SIGN - ONE POST EA 329.0000 72,380.00 0.000 0 183 ROADSIDE SIGN - TWO POST EA 788.0000 26,004.00 0.000 0 184 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 152.0000 11,248.00 0.000 0 METHOD) 185 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.0000 63,000.00 0.000 0 186 INSTALL ROADSIDE SIGN PANEL ON EA 112.0000 3,136.00 0.000 0 EXISTING POST 187 INSTALL SIGN PANEL SOUNDWALL/BARRIER EA 177.0000 885.00 0.000 0 MOUNTED 188 INSTALL ROADSIDE SIGN EA 1,040.0000 7,280.00 0.000 0 (LAMINATED WOOD BOX POST) 189 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 1,490.0000 20,860.00 0.000 0 190 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 33.0000 485,100.00 2,300.000 75,900.00 10,538.000 347,754 191 CABLE RAILING LF 51.0000 37,689.00 0.000 0 (F) 192 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 28,000.00 1.000 3,500.00 6.000 21,000 193 END CAP (TYPE A) EA 230.0000 2,300.00 1.000 230.00 5.000 1,150 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 730.0000 23,360.00 8.000 5,840.00 18.000 13,140 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,575.0000 100,100.00 7.000 25,025.00 17.000 60,775 196 ALTERNATIVE CRASH CUSHION EA 45,000.0000 135,000.00 0.000 0 197 CONCRETE BARRIER (TYPE 60M) LF 75.0000 2,940,000.00 438.000 32,850 198 CONCRETE BARRIER (TYPE 60MF) LF 273.0000 237,510.00 157.000 42,861.00 585.000 159,705 199 CONCRETE BARRIER (TYPE 60R) LF 468.0000 341,640.00 248.000 116,064.00 604.000 282,672 200 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 469.0000 206,829.00 353.000 165,557.00 353.000 165,557 201 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 99.0000 326,304.00 0.000 0 (F) 202 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 516.0000 78,432.00 0.000 0 203 CONCRETE BARRIER (TYPE 736SV MOD) LF 790.0000 7,663.00 0.000 0 (F) 204 REMOVE GUARDRAIL LF 7.5000 58,800.00 5,554.500 41,658 205 REMOVE CONCRETE BARRIER LF 8.0000 324,800.00 43,649.390 349,195 206 REMOVE CRASH CUSHION (SAND FILLED) EA 129.0000 3,612.00 0.000 0 207 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 144,200.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 208 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 23,715.00 0.000 0 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 16,065.00 0.000 0 (BROKEN 12-3) 210 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 40,230.00 0.000 0 211 THERMOPLASTIC PAVEMENT MARKING SQFT 16.0000 18,560.00 0.000 0 (PREFORMED) 212 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 210,600.00 0.000 0 (BROKEN 36-12) 213 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 3,328.00 0.000 0 (BROKEN 17-7) 214 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 215 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 444,000.00 166,079.000 33,215.80 1,238,273.000 247,654 216 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 1,520.00 522.000 1,044 217 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 483,000.00 77,465.000 23,239.50 331,331.000 99,399 218 REMOVE PAINTED PAVEMENT MARKING SQFT 2.5000 425.00 252.000 630 219 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 196,700.00 201,580.000 70,553 220 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,505.00 1,003.000 3,510 221 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,600.0000 1,600.00 1.000 1,600 SYSTEM ELEMENTS DURING CONSTRUCTION 222 TEMPORARY LIGHTING SYSTEM LS 1,440,000.0000 1,440,000.00 0.023 33,120.00 0.729 1,049,760 223 MODIFYING EXISTING ELECTRICAL SYSTEM LS 265,000.0000 265,000.00 0.822 217,830 224 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 225 TEMPORARY CRASH CUSHION MODULE EA 200.0000 264,000.00 231.000 46,200.00 742.000 148,400 226 MILEPOST MARKER EA 76.0000 6,688.00 0.000 0 227 CONTRAST STRIPE PAINT (1-COAT) LF 0.1500 72,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 03:09 PM ESTIMATE NO. 012 BID OPENING 05/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 08/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,502,415.30 34,278,337.31 ADJUSTMENT OF COMPENSATION 0.00 71,951.03 EXTRA WORK 1,875,600.84 6,649,395.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,378,016.14 40,999,683.57 228 MOBILIZATION LS 10,407,447.0000 10,407,447.00 0.950 9,887,074 ORIGINAL CONTRACT AMOUNT 106,032,421.00 TOTAL WORK COMPLETED 8,378,016.14 50,886,758.22 MATERIALS ON HAND ON SITE -488,347.07 1,570,643.25 DEDUCTIONS 0.00 0.00 TOTAL 7,889,669.07 52,457,401.47 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 06/26/19 850 11/01/19 08/20/19 02/23/24 165 86 0 0 46% 19% PROGRESS IS SATISFACTORY MINOVI, SEPAND RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/20