PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/19/21 EST. NO. 018 TIME 02:35 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 --------------------------------------------------------------------------- 001 0156 617.11 E.W. @ F.A.(+) 113020 N 0524.0 0157 514.13 111820 N 0525.0 0158 1,213.21 101420 N 0527.0 0159 2,432.26 092420 N 0521.0 0161 1,422.59 092820 N 0533.0 0162 2,500.53 102720 N 0534.0 0163 441.44 102620 N 0535.0 0164 291.94 102420 N 0536.0 0165 822.36 102320 N 0537.0 0166 1,357.72 101620 N 0538.0 0167 1,284.23 100520 N 0539.0 0168 863.81 100520 N 0540.0 0170 398.04 111520 N 0543.0 0171 508.14 111320 N 0544.0 0172 441.44 120120 N 0545.0 002 0059 4,241.67 E.W. @ F.A.(+) 050420 N 0318.0 0062 5,617.19 051520 N 0321.0 0087 8,713.25 071020 N 0389.0 0135 7,076.18 112420 N 0507.0 0144 4,567.75 120320 N 0517.0 015 0011 1,104,084.30 E.W. @ U.P (+) 020821 N 0011 0 021 0010 19,635.53 E.W. @ U.P (+) 020721 N 010 0 037 0002 1,082.19 E.W. @ F.A.(+) 121520 N 0523.0 041 0001 2,197.76 E.W. @ F.A.(+) 021121 N 0547.0 1,172,324.77 TOTAL THIS ESTIMATE 13,837,356.44 TOTAL PREVIOUS ESTIMATE 15,009,681.21 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/19/21 EST. NO. 018 TIME 02:35 PM R.E. NAME: MINOVI, SEPAND 07-301104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION FBS,DAS 140 & 142 -3,000.00 015 FBS,DAS 140 & 142 3,000.00 017 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 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 16.000 144,160.00 272.000 2,450,720 003 CONSTRUCTION AREA SIGNS LS 155,000.0000 155,000.00 0.020 3,100.00 0.770 119,350 004 TRAFFIC CONTROL SYSTEM LS 3,885,000.0000 3,885,000.00 0.048 186,480.00 0.779 3,026,415 005 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 360,000.0000 360,000.00 0.099 35,640.00 0.849 305,640 006 TYPE III BARRICADE EA 202.0000 40,400.00 16.000 3,232.00 200.000 40,400 007 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 23,500.00 1,013.000 25,325 008 TEMPORARY RAILING (TYPE K) LF 10.0000 4,540,000.00 39,240.000 392,400.00 403,450.000 4,034,500 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 JOB SITE MANAGEMENT LS 265,000.0000 265,000.00 0.048 12,720.00 0.779 206,435 011 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 2.000 1,000.00 12.000 6,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 2,750.00 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 57,000.00 299.000 56,810 018 TEMPORARY FIBER ROLL LF 2.5000 143,250.00 2,920.000 7,300.00 12,030.000 30,075 019 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 0.048 53,280.00 0.779 864,690 021 TEMPORARY CONCRETE WASHOUT LS 220,000.0000 220,000.00 0.048 10,560.00 0.779 171,380 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 67,100.00 83,107.000 45,708 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 99,700.000 19,940 024 ROADWAY EXCAVATION (TYPE-COM) CY 239.0000 6,931.00 1.480 353 (AERIALLY DEPOSITED LEAD) 025 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 11.5000 15,755.00 236.050 2,714.58 1,370.000 15,755 026 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 0.750 48,750 027 ROADWAY EXCAVATION CY 33.0000 7,920,000.00 4,466.000 147,378.00 190,858.020 6,298,314 028 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 2,596.000 90,860 (F) 030 STRUCTURE BACKFILL CY 91.0000 232,050.00 1,395.000 126,945 (F) 031 DITCH EXCAVATION CY 221.0000 30,940.00 465.970 102,979 032 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 0.100 2,200 034 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 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 65,437.300 2,682,929 068 LEAN CONCRETE BASE CY 131.0000 1,951,900.00 15,406.630 2,018,268 069 LEAN CONCRETE BASE RAPID SETTING CY 188.0000 3,421,600.00 1,125.442 211,583.10 9,140.692 1,718,450 070 BASE BOND BREAKER SQYD 1.6000 460,800.00 22,260.780 35,617.25 222,151.027 355,441 071 HOT MIX ASPHALT (TYPE A) TON 114.0000 1,470,600.00 359.840 41,021.76 11,962.870 1,363,767 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 1,792,000.00 7,917.500 1,266,800 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 85,600.00 8,577.000 17,154.00 31,462.000 62,924 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 7,480.00 870.000 1,740.00 2,814.500 5,629 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 21,000.00 2,671.000 5,342.00 9,922.000 19,844 076 PLACE HOT MIX ASPHALT SQYD 45.0000 30,150.00 896.400 40,338 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 -0.070 -53.34 16.430 12,519 078 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 594,000.00 554,944.470 554,944 079 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 240,400.00 27.750 111.00 48,143.070 192,572 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 945,000.00 81,927.920 737,351 081 JOINTED PLAIN CONCRETE PAVEMENT CY 196.0000 13,132,000.00 6,628.760 1,299,236.96 72,443.590 14,198,943 082 JOINTED PLAIN CONCRETE PAVEMENT CY 229.0000 13,740,000.00 3,462.840 792,990.36 28,522.070 6,531,554 (RSC) 083 DRILL AND BOND (DOWEL BAR) EA 10.2500 79,950.00 290.000 2,972.50 5,742.000 58,855 084 DRILL AND BOND (TIE BAR) EA 9.7500 659,100.00 3,448.000 33,618.00 18,027.000 175,763 085 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 COMPRESSION) 088 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 4.2500 990,250.00 9,617.022 40,872.34 167,479.522 711,787 089 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 30.500 8,540 PILING (BARRIER) 091 60" CAST-IN-DRILLED-HOLE CONCRETE LF 919.0000 422,740.00 45.000 41,355.00 296.000 272,024 PILE (SIGN FOUNDATION) 092 STRUCTURAL CONCRETE CY 720.0000 468,432.00 383.000 275,760 (F) 093 AGGREGATE BASE (APPROACH SLAB) CY 406.0000 190,414.00 179.650 72,937 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 668.0000 3,130,916.00 4,476.770 2,990,482 (TYPE R) 095 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,560.0000 445,184.00 216.090 553,190 (F) 096 MINOR CONCRETE (MINOR STRUCTURE) CY 1,235.0000 32,851.00 26.600 32,851 (F) 097 MINOR CONCRETE (BACKFILL) CY 337.0000 6,403.00 19.000 6,403 (F) 098 PAVING NOTCH EXTENSION CF 126.0000 274,176.00 18.000 2,268.00 2,253.090 283,889 099 CLEAN EXPANSION JOINT LF 19.0000 3,686.00 194.000 3,686 100 JOINT SEAL (MR 1/2") LF 44.0000 121,396.00 2,239.330 98,530 101 JOINT SEAL (MR 1") LF 50.0000 32,450.00 657.330 32,866 102 JOINT SEAL (TYPE AL) LF 27.0000 4,050.00 62.400 1,684 103 BAR REINFORCING STEEL LB 1.2500 201,285.00 94,570.000 118,212 (F) PROGRAM CAS145 PAGE 5 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,307,504.00 177,369.000 842,502.75 177,369.000 842,502 (F) 105 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 137,632.00 177,369.000 88,684.50 177,369.000 88,684 (F) 106 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 530.0000 24,380.00 46.000 24,380 107 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 5,130 120 15" PLASTIC PIPE LF 89.0000 6,853.00 77.000 6,853 121 18" REINFORCED CONCRETE PIPE LF 176.0000 40,480.00 227.500 40,040 122 24" REINFORCED CONCRETE PIPE LF 171.0000 162,450.00 766.500 131,071 123 12" CORRUGATED STEEL PIPE (.079" THICK) LF 560.0000 2,800.00 15.000 8,400 124 18" CORRUGATED STEEL PIPE (.079" THICK) LF 267.0000 23,763.00 100.000 26,700 125 18" SLOTTED CORRUGATED STEEL PIPE LF 108.0000 1,360,800.00 12,600.000 1,360,800 (.079" THICK) 126 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 16.5000 9,735.00 326.500 5,387 127 6" NON-PERFORATED PLASTIC PIPE LF 35.0000 5,950.00 66.800 2,338 UNDERDRAIN 128 CLASS 4 PERMEABLE MATERIAL CY 139.0000 38,920.00 190.000 26,410.00 190.000 26,410 129 CLASS 5 PERMEABLE MATERIAL CY 150.0000 37,500.00 175.000 26,250.00 175.000 26,250 130 24" CONCRETE FLARED END SECTION EA 1,660.0000 8,300.00 4.000 6,640 PROGRAM CAS145 PAGE 6 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.270 1,281 133 REMOVE PIPE (LF) LF 13.0000 171,600.00 14,599.370 189,791 134 REMOVE INLET EA 1,305.0000 156,600.00 4.000 5,220.00 120.000 156,600 135 REMOVE HEADWALL EA 1,465.0000 5,860.00 1.000 1,465 136 REMOVE FLARED END SECTION (EA) EA 682.0000 682.00 1.000 682 137 MODIFY INLET EA 3,500.0000 35,000.00 10.000 35,000 138 REMOVE CONCRETE (CHANNEL) CY 4,210.0000 2,526.00 0.600 2,526 139 SAND BACKFILL CY 300.0000 2,400.00 7.400 2,220 140 CONCRETE (DITCH LINING) CY 1,275.0000 87,975.00 63.130 80,490 141 GABION CY 395.0000 13,035.00 15.000 5,925 (F) 142 ROCK SLOPE PROTECTION CY 421.0000 35,364.00 84.000 35,364 (60 LB, CLASS II, METHOD B) (CY) 143 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 260.00 260.000 260 144 FILTER FABRIC (CLASS D) SQYD 3.0000 1,920.00 420.000 1,260.00 420.000 1,260 145 MINOR CONCRETE (CURB) (CY) CY 825.0000 330.00 0.570 470 146 MINOR CONCRETE (GUTTER) (CY) CY 825.0000 5,775.00 4.360 3,597 147 DETECTABLE WARNING SURFACE SQFT 82.0000 36,900.00 437.940 35,911 148 MINOR CONCRETE (CURB AND GUTTER) CY 825.0000 115,500.00 147.750 121,893 149 MINOR CONCRETE (DRIVEWAY) CY 980.0000 3,920.00 4.000 3,920 150 MINOR CONCRETE (SIDEWALK) CY 980.0000 13,720.00 26.600 26,068 151 MINOR CONCRETE (CURB RAMP) CY 2,320.0000 78,880.00 56.590 131,288 152 MINOR CONCRETE (RETAINING CURB) CY 825.0000 20,625.00 27.130 22,382 153 REMOVE CONCRETE CURB (LF) LF 21.5000 44,720.00 2,142.570 46,065 154 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 3,800.00 380.000 3,800 155 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 505.0000 4,545.00 9.000 4,545 156 REMOVE CONCRETE (CURB AND GUTTER) LF 7.0000 3,570.00 593.860 4,157 157 MISCELLANEOUS IRON AND STEEL LB 6.0000 314,916.00 52,486.000 314,916 (F) PROGRAM CAS145 PAGE 7 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,689.000 43,024 (F) 159 MISCELLANEOUS METAL (INCLINED SCREEN) LB 15.5000 15,810.00 1,020.000 15,810 (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 43,890.00 721.400 23,806.20 721.400 23,806 162 4' CHAIN LINK GATE (TYPE CL-6) EA 1,455.0000 5,820.00 5.000 7,275 163 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 38.000 380 165 REMOVE PAVEMENT MARKER EA 1.1000 81,840.00 769.000 845.90 43,664.000 48,030 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 158,675.00 1,612.000 4,433.00 42,905.000 117,988 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 REMOVE ROADSIDE SIGN EA 102.0000 29,580.00 61.000 6,222.00 69.000 7,038 169 REMOVE ROADSIDE SIGN PANEL EA 51.0000 1,683.00 12.000 612.00 14.000 714 170 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.5000 220,100.00 2,368.200 36,707.10 12,939.900 200,568 FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH LAMINATED PANEL SIGN SQFT 27.5000 53,625.00 1,949.200 53,603 (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 5,535.00 166.600 2,249.10 166.600 2,249 (0.063"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 11,130.00 117.800 1,236.90 117.800 1,236 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 5,510.00 56.000 812.00 56.000 812 (0.080"-UNFRAMED) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 19,690.00 412.000 4,532.00 412.000 4,532 (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 64.000 992 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 8 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,914.700 11,658.80 15,499.600 61,998 182 ROADSIDE SIGN - ONE POST EA 329.0000 72,380.00 41.000 13,489.00 41.000 13,489 183 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 17.000 2,584.00 17.000 2,584 METHOD) 185 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.0000 63,000.00 12,600.000 63,000 186 INSTALL ROADSIDE SIGN PANEL ON EA 112.0000 3,136.00 7.000 784.00 7.000 784 EXISTING POST 187 INSTALL SIGN PANEL SOUNDWALL/BARRIER EA 177.0000 885.00 3.000 531.00 3.000 531 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 485,100.00 187.000 6,171.00 13,563.000 447,579 191 CABLE RAILING LF 51.0000 37,689.00 452.000 23,052.00 452.000 23,052 (F) 192 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 28,000.00 2.000 7,000.00 12.000 42,000 193 END CAP (TYPE A) EA 230.0000 2,300.00 2.000 460.00 8.000 1,840 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 730.0000 23,360.00 1.000 730.00 26.000 18,980 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,575.0000 100,100.00 28.000 100,100 196 ALTERNATIVE CRASH CUSHION EA 45,000.0000 135,000.00 3.000 135,000 197 CONCRETE BARRIER (TYPE 60M) LF 75.0000 2,940,000.00 94.000 7,050.00 9,892.000 741,900 198 CONCRETE BARRIER (TYPE 60MF) LF 273.0000 237,510.00 300.000 81,900.00 885.000 241,605 199 CONCRETE BARRIER (TYPE 60R) LF 468.0000 341,640.00 959.780 449,177 200 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 469.0000 206,829.00 449.000 210,581 201 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 99.0000 326,304.00 1,834.000 181,566 (F) 202 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 516.0000 78,432.00 152.000 78,432 203 CONCRETE BARRIER (TYPE 736SV MOD) LF 790.0000 7,663.00 9.700 7,663 (F) 204 REMOVE GUARDRAIL LF 7.5000 58,800.00 7,840.000 58,800 205 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 28.000 3,612 207 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 144,200.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 86,311.000 17,262.20 2,140,150.000 428,030 216 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 1,520.00 695.000 1,390.00 3,032.000 6,064 217 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 483,000.00 41,935.400 12,580.62 636,337.500 190,901 218 REMOVE PAINTED PAVEMENT MARKING SQFT 2.5000 425.00 252.000 630 219 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 196,700.00 207,525.000 72,633 220 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 0.025 36,000.00 0.848 1,221,120 223 MODIFYING EXISTING ELECTRICAL SYSTEM LS 265,000.0000 265,000.00 0.940 249,100 224 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 225 TEMPORARY CRASH CUSHION MODULE EA 200.0000 264,000.00 96.000 19,200.00 1,650.000 330,000 226 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 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 02:35 PM ESTIMATE NO. 018 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 02/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,839,419.58 66,721,897.50 ADJUSTMENT OF COMPENSATION 0.00 135,369.71 EXTRA WORK 1,172,324.77 14,874,311.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,011,744.35 81,731,578.71 228 MOBILIZATION LS 10,407,447.0000 10,407,447.00 1.000 10,407,447 ORIGINAL CONTRACT AMOUNT 106,032,421.00 TOTAL WORK COMPLETED 6,011,744.35 92,139,025.71 MATERIALS ON HAND ON SITE -123,696.05 452,344.52 DEDUCTIONS 0.00 0.00 TOTAL 5,888,048.30 92,591,370.23 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 02/23/24 272 99 0 0 78% 32% PROGRESS IS SATISFACTORY MINOVI, SEPAND RESIDENT ENGINEER PROGRAM CAS145 DATE 02/19/21