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 11/18/21 EST. NO. 027 TIME 04:27 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 --------------------------------------------------------------------------- 043 0001 -138,181.44 A.C. @ L.S.(-) 111521 N 001 0 048 0003 6,043.40 E.W. @ L.S.(+) 111421 N 003 0 -132,138.04 TOTAL THIS ESTIMATE 20,351,179.98 TOTAL PREVIOUS ESTIMATE 20,219,041.94 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 11/18/21 EST. NO. 027 TIME 04:27 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 MISCLASS WK MAYJUN20 -10,000.00 023 MISCLASS MAR20-MAR21 -5,000.00 024 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 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 21.000 189,210.00 476.000 4,288,760 003 CONSTRUCTION AREA SIGNS LS 155,000.0000 155,000.00 1.000 155,000 004 TRAFFIC CONTROL SYSTEM LS 3,885,000.0000 3,885,000.00 0.008 31,080.00 0.950 3,690,750 005 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 360,000.0000 360,000.00 1.000 360,000 006 TYPE III BARRICADE EA 202.0000 40,400.00 200.000 40,400 007 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 23,500.00 1,027.000 25,675 008 TEMPORARY RAILING (TYPE K) LF 10.0000 4,540,000.00 460,460.000 4,604,600 009 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 010 JOB SITE MANAGEMENT LS 265,000.0000 265,000.00 0.008 2,120.00 0.950 251,750 011 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 13.000 6,500 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 2,750.00 8.000 2,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 015 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 57,000.00 304.000 57,760 018 TEMPORARY FIBER ROLL LF 2.5000 143,250.00 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 0.008 8,880.00 0.950 1,054,500 021 TEMPORARY CONCRETE WASHOUT LS 220,000.0000 220,000.00 1.000 220,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 67,100.00 83,107.000 45,708 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,000.00 148,080.000 29,616 024 ROADWAY EXCAVATION (TYPE-COM) CY 239.0000 6,931.00 29.000 6,931 (AERIALLY DEPOSITED LEAD) 025 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 11.5000 15,755.00 1,370.000 15,755 026 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 0.050 3,250.00 0.950 61,750 027 ROADWAY EXCAVATION CY 33.0000 7,920,000.00 211,356.723 6,974,771 028 ROADWAY EXCAVATION (TYPE Z-2) CY 239.0000 138,620.00 522.730 124,932 (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 0.050 1,100.00 0.950 20,900 034 SOIL AMENDMENT CY 57.0000 3,705.00 45.000 2,565.00 45.000 2,565 035 SLOW-RELEASE FERTILIZER LB 2.0000 16,680.00 4,170.000 8,340.00 8,340.000 16,680 036 PLANT (GROUP H) EA 0.7500 16,875.00 0.000 0 037 PLANT (GROUP B) EA 27.5000 440,000.00 7,300.000 200,750.00 15,300.000 420,750 038 PLANT (GROUP U) EA 174.0000 14,616.00 84.000 14,616.00 84.000 14,616 039 MAINTAIN EXISTING PLANTED AREAS LS 14,000.0000 14,000.00 0.080 1,120.00 0.840 11,760 040 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 0.100 850.00 1.000 8,500 044 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 045 CONTROL AND NEUTRAL CONDUCTORS LS 26,000.0000 26,000.00 0.100 2,600.00 1.000 26,000 046 1" REMOTE CONTROL VALVE EA 430.0000 10,320.00 24.000 10,320 047 1 1/2" REMOTE CONTROL VALVE EA 486.0000 6,804.00 16.000 7,776 048 REMOTE CONTROL VALVE EA 435.0000 9,135.00 21.000 9,135 WITH PRESSURE REGULATOR 049 AIR RELIEF VALVE EA 52.0000 1,092.00 21.000 1,092 PROGRAM CAS145 PAGE 3 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 1,092 051 24-32 STATION IRRIGATION CONTROLLER EA 6,550.0000 26,200.00 1.000 6,550.00 4.000 26,200 (WALL MOUNTED) 052 5/8" DRIP IRRIGATION TUBING LF 1.1000 83,732.00 76,120.000 83,732 (F) 053 FLOW SENSOR EA 665.0000 1,330.00 2.000 1,330 054 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 57.0000 4,389.00 77.000 4,389 055 RISER SPRINKLER ASSEMBLY EA 41.0000 31,570.00 770.000 31,570 056 POP-UP SPRINKLER ASSEMBLY EA 36.0000 4,680.00 130.000 4,680 057 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 94,295.00 18,859.000 94,295 (F) LINE) 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 40,715.00 8,143.000 40,715 (F) LINE) 059 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 18,410.00 3,682.000 18,410 (F) (SUPPLY LINE) 060 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.5000 4,444.00 808.000 4,444 (F) (SUPPLY LINE) 061 2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 9,180.00 1,080.000 9,180 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 41,327.00 3,757.000 41,327 (F) (SUPPLY LINE) 063 BALL VALVE EA 256.0000 7,680.00 30.000 7,680 064 6" WELDED STEEL PIPE CONDUIT LF 374.0000 11,220.00 30.000 11,220 065 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 68,458.080 2,806,781 068 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 11,112.842 2,089,214 070 BASE BOND BREAKER SQYD 1.6000 460,800.00 244,754.797 391,607 071 HOT MIX ASPHALT (TYPE A) TON 114.0000 1,470,600.00 14,036.020 1,600,106 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 1,792,000.00 10,056.550 1,609,048 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 85,600.00 41,996.000 83,992 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 7,480.00 3,191.500 6,383 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 21,000.00 10,060.000 20,120 076 PLACE HOT MIX ASPHALT SQYD 45.0000 30,150.00 931.980 41,939 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 27.500 20,955 078 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 594,000.00 660,023.970 660,023 079 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 240,400.00 59,947.320 239,789 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 945,000.00 100,576.820 905,191 081 JOINTED PLAIN CONCRETE PAVEMENT CY 196.0000 13,132,000.00 72,697.600 14,248,729 082 JOINTED PLAIN CONCRETE PAVEMENT CY 229.0000 13,740,000.00 36,654.220 8,393,816 (RSC) 083 DRILL AND BOND (DOWEL BAR) EA 10.2500 79,950.00 6,162.000 63,160 084 DRILL AND BOND (TIE BAR) EA 9.7500 659,100.00 21,905.000 213,573 085 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 2,146,000.00 205,031.375 1,896,540 COMPRESSION) 088 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 4.2500 990,250.00 184,385.687 783,639 089 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 422,740.00 460.000 422,740 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 4,687.000 3,130,916 (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 2,175.190 274,073 099 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 2,759.000 121,396 101 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 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,307,504.00 275,264.000 1,307,504 (F) 105 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 137,632.00 275,264.000 137,632 (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 9,735.00 440.000 7,260 127 6" NON-PERFORATED PLASTIC PIPE LF 35.0000 5,950.00 120.000 4,200 UNDERDRAIN 128 CLASS 4 PERMEABLE MATERIAL CY 139.0000 38,920.00 190.000 26,410 129 CLASS 5 PERMEABLE MATERIAL CY 150.0000 37,500.00 175.000 26,250 130 24" CONCRETE FLARED END SECTION EA 1,660.0000 8,300.00 4.000 6,640 PROGRAM CAS145 PAGE 6 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 156,600.00 120.000 156,600 135 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 1,260 145 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 115,500.00 133.940 110,500 149 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 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,806 162 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 4.000 7,480 164 REMOVE CHAIN LINK FENCE LF 10.0000 3,600.00 38.000 380 165 REMOVE PAVEMENT MARKER EA 1.1000 81,840.00 64,863.000 71,349 166 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 158,675.00 71,711.000 197,205 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 REMOVE ROADSIDE SIGN EA 102.0000 29,580.00 290.000 29,580 169 REMOVE ROADSIDE SIGN PANEL EA 51.0000 1,683.00 33.000 1,683 170 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.5000 220,100.00 14,191.600 219,969 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 1,035.000 27,427 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH LAMINATED PANEL SIGN SQFT 28.5000 6,555.00 221.000 6,298 (2 1/2"- TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 5,535.00 410.000 5,535 (0.063"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 11,130.00 1,060.000 11,130 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 5,510.00 380.000 5,510 (0.080"-UNFRAMED) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 19,690.00 1,788.800 19,676 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 5,365.00 288.000 5,328 (0.063"-FRAMED) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,050.00 69.300 1,039 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 9,145.00 581.000 9,005 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 8 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,900.700 83,602 182 ROADSIDE SIGN - ONE POST EA 329.0000 72,380.00 186.000 61,194 183 ROADSIDE SIGN - TWO POST EA 788.0000 26,004.00 33.000 26,004 184 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 152.0000 11,248.00 74.000 11,248 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 28.000 3,136 EXISTING POST 187 INSTALL SIGN PANEL SOUNDWALL/BARRIER EA 177.0000 885.00 6.000 1,062 MOUNTED 188 INSTALL ROADSIDE SIGN EA 1,040.0000 7,280.00 7.000 7,280 (LAMINATED WOOD BOX POST) 189 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 1,490.0000 20,860.00 14.000 20,860 190 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 33.0000 485,100.00 14,314.000 472,362 191 CABLE RAILING LF 51.0000 37,689.00 452.200 23,062 (F) 192 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 28,000.00 13.000 45,500 193 END CAP (TYPE A) EA 230.0000 2,300.00 10.000 2,300 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 730.0000 23,360.00 28.000 20,440 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,575.0000 100,100.00 29.000 103,675 196 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 1,982.000 148,650.00 37,568.198 2,817,614 198 CONCRETE BARRIER (TYPE 60MF) LF 273.0000 237,510.00 885.000 241,605 199 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 3,296.000 326,304 (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 144,200.00 221,616.000 155,131 PROGRAM CAS145 PAGE 9 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,825.000 12,601 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 16,065.00 16,224.000 13,790 (BROKEN 12-3) 210 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 40,230.00 31,311.500 140,901 211 THERMOPLASTIC PAVEMENT MARKING SQFT 16.0000 18,560.00 0.000 0 (PREFORMED) 212 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 210,600.00 352,643.000 229,217 (BROKEN 36-12) 213 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 3,328.00 8,666.000 5,632 (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 3,458,253.100 691,650 216 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 1,520.00 14,000.000 28,000 217 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 483,000.00 976,157.150 292,847 218 REMOVE PAINTED PAVEMENT MARKING SQFT 2.5000 425.00 252.000 630 219 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 196,700.00 214,170.060 74,959 220 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,505.00 1,014.000 3,549 221 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 1.000 1,440,000 223 MODIFYING EXISTING ELECTRICAL SYSTEM LS 265,000.0000 265,000.00 1.000 265,000 224 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 225 TEMPORARY CRASH CUSHION MODULE EA 200.0000 264,000.00 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 72,000.00 318,266.300 47,739 PROGRAM CAS145 PAGE 10 DATE 11/18/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-301104 TIME 04:27 PM ESTIMATE NO. 027 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 11/20/21 R.E. NAME: MINOVI, SEPAND DATE OF THIS ESTIMATE 11/18/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 622,181.00 81,951,854.98 ADJUSTMENT OF COMPENSATION -138,181.44 1,511,587.37 EXTRA WORK 6,043.40 18,707,454.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 490,042.96 102,170,896.92 228 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 490,042.96 112,578,343.92 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 490,042.96 112,563,343.92 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 1100 11/01/19 08/20/19 02/23/24 455 106 21 0 92% 41% PROGRESS IS SATISFACTORY MINOVI, SEPAND RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/21