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. 013 TIME 09:23 AM R.E. NAME: MAHDAVI, SAEED/CE-WU, ADRIAN 12-0M9004 --------------------------------------------------------------------------- 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 0013 567.11 E.W. @ F.A.(+) 052120 N 0013 0 0014 1,326.56 061620 N 0014 0 0015 992.12 070220 N 0015 0 002 0001 3,412.53 E.W. @ F.A.(+) 050420 N 0001 0 0002 5,521.30 050820 N 0002 0 009 0002 4,869.69 E.W. @ F.A.(+) 082619 N 0002 0 0003 2,784.86 082719 N 0003 0 0004 7,471.09 102219 N 0004 0 0005 5,653.64 102319 N 0005 0 32,598.90 TOTAL THIS ESTIMATE 233,904.78 TOTAL PREVIOUS ESTIMATE 266,503.68 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. 013 TIME 09:23 AM R.E. NAME: MAHDAVI, SAEED/CE-WU, ADRIAN 12-0M9004 --------------------------------------------------------------------------- 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 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN DATE OF THIS ESTIMATE 08/24/20 LOCATION PROGRESS ESTIMATE 12-ORA-22-R5.6/R10.9 ----------------- POWELL CONSTRUCTORS INC IN ORANGE COUNTRY AT VARIOUS 8555 BANANA AVENUE LOCATIONS FROM 0.1 MILE WEST OF FONTANA CA 92335 BROOKHURST STREET UNDERCROSSING IN GARDEN GROVE TO BEDFORD ROAD OVERCROSSING IN ORANGE FED. AID NO. HSNH-P022(25) IMPROVE/RECONFIGURE CHANNELIZATION, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 27,000.0000 27,000.00 0.040 1,080.00 0.720 19,440 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 630,000.00 23.000 34,500.00 263.000 394,500 004 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.700 52,500 005 TRAFFIC CONTROL SYSTEM LS 675,000.0000 675,000.00 0.050 33,750.00 0.650 438,750 006 TYPE III BARRICADE EA 100.0000 1,000.00 10.000 1,000 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 12,300.00 369.000 11,070 008 PLASTIC TRAFFIC DRUMS EA 70.0000 6,440.00 35.000 2,450 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.050 2,000.00 0.650 26,000 010 TEMPORARY RAILING (TYPE K) LF 16.5000 323,400.00 14,360.000 236,940 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 36,000.00 149.000 22,350 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,000.0000 54,000.00 8.000 48,000 013 TEMPORARY TRAFFIC SCREEN LF 2.5000 33,250.00 7,750.000 19,375 014 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.050 2,500.00 0.650 32,500 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 36,000.00 10.000 5,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 6,250.00 6.000 1,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 019 TEMPORARY HYDRAULIC MULCH SQYD 1.3500 3,726.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY CHECK DAM LF 5.0000 600.00 1,720.000 8,600 021 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 14,000.00 64.000 17,920 022 TEMPORARY FIBER ROLL LF 5.0000 5,850.00 3,835.000 19,175 PROGRAM CAS145 PAGE 2 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 1.000 2,500 024 STREET SWEEPING LS 32,000.0000 32,000.00 0.050 1,600.00 0.650 20,800 025 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.050 1,500.00 0.650 19,500 026 TREATED WOOD WASTE LB 0.4200 840.00 0.000 0 027 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 028 ROADWAY EXCAVATION CY 75.0000 240,000.00 50.000 3,750 029 STRUCTURE EXCAVATION (BRIDGE) CY 170.0000 103,020.00 606.000 103,020 (F) 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 12,400.00 248.000 12,400 (F) 031 SAND BEDDING CY 275.0000 1,100.00 4.000 1,100 032 STRUCTURE BACKFILL (BRIDGE) CY 240.0000 95,040.00 278.000 66,720 (F) 033 STRUCTURE BACKFILL (RETAINING WALL) CY 150.0000 32,700.00 200.000 30,000 (F) 034 PLANT (GROUP C) EA 880.0000 4,400.00 0.000 0 035 PLANT (GROUP H) EA 0.5500 11,110.00 0.000 0 036 PLANT (GROUP A) EA 11.0000 17,050.00 0.000 0 037 PLANT (GROUP U) EA 170.0000 1,190.00 0.000 0 038 MAINTAIN EXISTING PLANTED AREAS LS 30,000.0000 30,000.00 0.050 1,500.00 0.650 19,500 039 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 040 WOOD MULCH CY 55.0000 27,500.00 0.000 0 041 CONCRETE GRID PAVING UNITS SQFT 13.0000 8,320.00 640.000 8,320 042 CHECK AND TEST EXISTING IRRIGATION LS 6,500.0000 6,500.00 1.000 6,500 FACILITIES 043 OPERATE EXISTING IRRIGATION FACILITIES LS 21,000.0000 21,000.00 0.050 1,050.00 0.650 13,650 044 REMOVE IRRIGATION FACILITY LS 4,000.0000 4,000.00 1.000 4,000 045 CONTROL AND NEUTRAL CONDUCTORS LS 12,000.0000 12,000.00 0.000 0 046 1 1/2" REMOTE CONTROL VALVE EA 860.0000 860.00 0.000 0 047 2" REMOTE CONTROL VALVE EA 400.0000 2,400.00 0.000 0 048 CERTIFY EXISTING BACKFLOW PREVENTERS LS 2,500.0000 2,500.00 0.000 0 049 TREE WELL SPRINKLER ASSEMBLY EA 50.0000 1,100.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 45.0000 2,520.00 0.000 0 051 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 100.0000 4,400.00 0.000 0 052 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 3,800.00 0.000 0 (F) LINE) 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 3,400.00 0.000 0 (F) LINE) 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 4,650.00 0.000 0 (F) LINE) 055 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 5,350.00 0.000 0 (F) (SUPPLY LINE) 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 3,850.00 0.000 0 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 3,320.00 0.000 0 (F) (SUPPLY LINE) 058 3" PLASTIC PIPE (CLASS 315) LF 9.0000 12,510.00 0.000 0 (F) (SUPPLY LINE) 059 BALL VALVE EA 680.0000 1,360.00 0.000 0 060 PVC PIPE CONDUIT (SLEEVE) LF 250.0000 5,000.00 0.000 0 (F) 061 HYDROMULCH SQFT 1.3500 1,174.50 0.000 0 062 HYDROSEED SQFT 2.7000 2,349.00 0.000 0 063 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,128.00 76.000 2,128 064 CLASS 2 AGGREGATE BASE (CY) CY 87.0000 104,400.00 69.600 6,055 065 CEMENT TREATED BASE CY 705.0000 26,790.00 0.000 0 (ROAD-MIXED, CLASS A) (CY) 066 LEAN CONCRETE BASE CY 210.0000 115,500.00 44.200 9,282 067 BASE BOND BREAKER SQYD 1.5000 7,500.00 381.000 571 068 HOT MIX ASPHALT (TYPE A) TON 500.0000 32,500.00 0.000 0 069 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.0000 426.00 96.000 576 (PAVING FABRIC) 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.0000 679.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 3,710.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 1,400.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C MOD) LF 7.0000 609.00 0.000 0 075 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 150.0000 18,000.00 0.000 0 076 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 4,250.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 JOINTED PLAIN CONCRETE PAVEMENT CY 330.0000 491,700.00 17.600 5,808 078 JOINT SEAL (SILICONE) LF 53.0000 583.00 0.000 0 079 ISOLATION JOINT SEAL (PREFORMED LF 13.0000 29,770.00 0.000 0 COMPRESSION) 080 REMOVE CONCRETE PAVEMENT AND BASE CY 145.0000 69,600.00 260.400 37,758 081 GROOVE EXISTING CONCRETE PAVEMENT SQYD 8.0000 47,760.00 0.000 0 082 GRIND EXISTING CONCRETE SQYD 7.0000 23,240.00 0.000 0 PAVEMENT 083 TEMPORARY DECKING LS 14,000.0000 14,000.00 0.000 0 084 FURNISH STEEL PILING (HP 14 X 89) LF 52.0000 206,544.00 3,972.000 206,544 085 DRIVE STEEL PILE (HP 14 X 89) EA 2,800.0000 179,200.00 64.000 179,200 086 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,000.0000 342,000.00 161.500 323,000 087 60" CAST-IN-DRILLED-HOLE CONCRETE LF 900.0000 99,000.00 103.500 93,150 PILE (SIGN FOUNDATION) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 130,000.0000 130,000.00 0.300 39,000 089 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 90,000.00 150.000 90,000 (F) 090 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 1,143,000.00 194.000 291,000.00 705.000 1,057,500 (F) 091 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 257,400.00 83.000 74,700.00 83.000 74,700 (F) (POLYMER FIBER) 092 STRUCTURAL CONCRETE, RETAINING WALL CY 650.0000 65,000.00 100.000 65,000 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 950.0000 123,500.00 0.000 0 (F) (TYPE N) 094 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 108,000.00 9.700 19,400.00 9.700 19,400 (F) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 4,500.0000 4,050.00 0.000 0 (F) 096 FRACTURED RIB TEXTURE SQFT 28.0000 42,728.00 1,209.000 33,852 (F) 097 DRILL AND BOND DOWEL LF 67.0000 8,241.00 181.000 12,127 098 CLEAN EXPANSION JOINT LF 12.0000 1,440.00 0.000 0 099 JOINT SEAL (MR 1") LF 50.0000 2,650.00 0.000 0 100 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 320.0000 38,400.00 0.000 0 101 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 420,675.00 11,305.000 14,131.25 313,611.000 392,013 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 16,375.00 13,100.000 16,375 (F) 103 HEADED BAR REINFORCEMENT EA 17.0000 1,088.00 64.000 1,088 (F) PROGRAM CAS145 PAGE 5 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 5.0000 259,500.00 51,832.000 259,160 (F) 105 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 51,900.00 51,832.000 51,832 (F) 106 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0 107 REMOVE CONCRETE DECK SURFACE SQFT 15.0000 7,890.00 0.000 0 108 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 3.5000 1,841.00 0.000 0 109 FURNISH POLYESTER CONCRETE OVERLAY CF 92.0000 3,036.00 0.000 0 110 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.0000 3,682.00 0.000 0 111 BRIDGE REMOVAL (PORTION), LOCATION A LS 222,000.0000 222,000.00 1.000 222,000 112 BRIDGE REMOVAL (PORTION), LOCATION B LS 155,000.0000 155,000.00 1.000 155,000 113 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 0.000 0 114 18" ALTERNATIVE PIPE CULVERT LF 105.0000 70,350.00 355.000 37,275 115 24" ALTERNATIVE PIPE CULVERT LF 130.0000 12,480.00 0.000 0 116 FLUME DOWNDRAIN LF 55.0000 4,565.00 83.000 4,565 117 FLUME ANCHOR ASSEMBLY EA 120.0000 1,080.00 9.000 1,080 118 GRATED LINE DRAIN LF 130.0000 7,670.00 0.000 0 119 ABANDON CULVERT (LF) LF 25.0000 22,000.00 880.000 22,000 120 REMOVE CULVERT (LF) LF 30.0000 7,800.00 0.000 0 121 REMOVE INLET EA 800.0000 16,000.00 10.000 8,000 122 CAP INLET EA 2,000.0000 2,000.00 0.000 0 123 SAND BACKFILL CY 150.0000 16,500.00 102.400 15,360 124 SLOPE PAVING (CONCRETE) CY 1,700.0000 74,800.00 0.000 0 125 ROCK SLOPE PROTECTION CY 250.0000 2,000.00 8.000 2,000 (60 LB, CLASS II, METHOD B) (CY) 126 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 40.00 20.000 40 127 MINOR CONCRETE (CURB) (CY) CY 1,850.0000 14,800.00 0.000 0 128 MINOR CONCRETE (ISLAND PAVING) CY 800.0000 4,800.00 0.000 0 129 MISCELLANEOUS IRON AND STEEL LB 1.2500 16,000.00 0.000 0 (F) 130 ISOLATION CASING LB 10.0000 16,280.00 1,200.000 12,000 (F) PROGRAM CAS145 PAGE 6 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 REMOVE PAVEMENT MARKER EA 1.0000 5,530.00 3,737.000 3,737 132 REMOVE DELINEATOR EA 5.0000 175.00 35.000 175 133 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,120.00 2,074.000 8,296 134 REMOVE ROADSIDE SIGN EA 110.0000 2,200.00 0.000 0 135 REMOVE SIGN FROM ELECTROLIER EA 70.0000 70.00 0.000 0 136 REMOVE ROADSIDE SIGN (METAL POST) EA 180.0000 1,080.00 0.000 0 137 REMOVE ROADSIDE SIGN PANEL EA 90.0000 540.00 0.000 0 138 REMOVE SIGN FROM SIGN FRAME EA 1,200.0000 48,000.00 19.000 22,800 139 REMOVE SIGN PANEL EA 57.0000 1,083.00 0.000 0 140 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 250.00 0.000 0 141 RELOCATE ROADSIDE SIGN-TWO POST EA 850.0000 850.00 0.000 0 142 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 8,320.00 320.000 8,320 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 144,960.00 6,033.000 144,792 FOR RETROREFLECTIVE SHEETING (TYPE XI) 144 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 2,860.00 125.000 2,750 FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 3,570.00 505.000 3,535 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 1,190.00 168.000 1,176 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 286.00 22.000 286 (0.063"-FRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 590.00 59.000 590 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,034.00 94.000 1,034 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 150 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.2500 22,717.50 6,983.000 22,694 151 METAL (BARRIER MOUNTED SIGN) LB 12.0000 9,720.00 0.000 0 152 METAL (WALL MOUNTED SIGN) LB 15.0000 4,950.00 0.000 0 153 ROADSIDE SIGN - ONE POST EA 350.0000 1,400.00 0.000 0 154 ROADSIDE SIGN - TWO POST EA 1,300.0000 7,800.00 0.000 0 155 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 260.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 7 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 ------------------------------------------------------------------------------------------------------------------------------------ 156 INSTALL SIGN OVERLAY SQFT 30.0000 6,900.00 0.000 0 157 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.0000 45,080.00 3,698.000 25,886 158 INSTALL ROADSIDE SIGN PANEL ON EA 55.0000 1,045.00 0.000 0 EXISTING POST 159 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.0000 11,760.00 175.000 4,900 160 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.0000 44,400.00 160.000 19,200 161 END CAP (TYPE A) EA 100.0000 100.00 0.000 0 162 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 1.000 750 163 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 1.000 3,000 164 ALTERNATIVE CRASH CUSHION EA 35,000.0000 105,000.00 0.000 0 165 CONCRETE BARRIER (TYPE 60M) LF 240.0000 11,520.00 0.000 0 166 CONCRETE BARRIER (TYPE 60MG) LF 300.0000 15,600.00 0.000 0 167 CONCRETE BARRIER (TYPE 60MGF) LF 480.0000 96,000.00 108.500 52,080 168 CONCRETE BARRIER (TYPE 60MS) LF 110.0000 48,400.00 10.000 1,100 169 CONCRETE BARRIER (TYPE 60AP) LF 220.0000 2,640.00 0.000 0 170 CONCRETE BARRIER (TYPE 60PR) LF 520.0000 12,480.00 24.000 12,480 171 CONCRETE BARRIER (TYPE 60A) LF 100.0000 37,500.00 0.000 0 (F) 172 CONCRETE BARRIER (TYPE 60P MOD) LF 150.0000 3,600.00 0.000 0 173 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 78,000.00 0.000 0 (F) 174 CONCRETE BARRIER (TYPE 736B) LF 160.0000 75,200.00 0.000 0 (F) 175 CONCRETE BARRIER TRANSITION LF 250.0000 30,000.00 70.000 17,500 (F) 176 REMOVE GUARDRAIL LF 21.0000 3,780.00 180.000 3,780 177 REMOVE CONCRETE BARRIER LF 42.0000 179,340.00 3,632.500 152,565 178 REMOVE CRASH CUSHION EA 2,600.0000 5,200.00 1.000 2,600 179 THERMOPLASTIC PAVEMENT MARKING SQFT 17.5000 145,425.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 181 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7500 59,475.00 63,777.000 47,832 PROGRAM CAS145 PAGE 8 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 ------------------------------------------------------------------------------------------------------------------------------------ 182 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 1,040.00 126.000 504 183 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 33,235.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 184 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 16,860.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 185 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 14,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 18,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 187 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 42,600.00 10,971.000 5,485 188 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 390.00 0.000 0 189 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 59,748.00 42,307.000 25,384 190 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 2,460.00 126.000 189 191 CHANGEABLE MESSAGE SIGN SYSTEM LS 5,700.0000 5,700.00 0.900 5,130 192 MODIFYING EXISTING ELECTRICAL SYSTEM LS 625,000.0000 625,000.00 0.534 333,750 193 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 194 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 22,400.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M9004 TIME 09:23 AM ESTIMATE NO. 013 BID OPENING 09/26/18 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: MAHDAVI, SAEED/CE-WU, ADRIAN 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 478,711.25 6,090,072.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 32,598.90 266,503.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 511,310.15 6,356,576.33 195 MOBILIZATION LS 950,000.0000 950,000.00 1.000 950,000 ORIGINAL CONTRACT AMOUNT 11,260,463.00 TOTAL WORK COMPLETED 511,310.15 7,306,576.33 MATERIALS ON HAND ON SITE 22,473.00 DEDUCTIONS 0.00 0.00 TOTAL 511,310.15 7,329,049.33 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 01/09/19 420 07/08/19 07/08/19 04/13/21 263 19 0 0 63% 63% PROGRESS IS SATISFACTORY MAHDAVI, SAEED/CE-WU, ADRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/20