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 03/23/20 EST. NO. 001 TIME 08:36 AM R.E. NAME: VALEH, SYD H. 04-0J6424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/23/20 EST. NO. 001 TIME 08:36 AM R.E. NAME: VALEH, SYD H. 04-0J6424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 LOCATION RERUN PROGRESS ESTIMATE 04-SON-101-32.8/R54.2 ----------------------- O.C. JONES & SONS, INC. IN AND NEAR WINDSOR, HEALDSBURG, 1520 FOURTH STREET AND CLOVERDALE, FROM OLD REDWOOD BERKELEY CA 94710 HIGHWAY TO 2.0 MILES SOUTH OF MENDOCINO COUNTY LINE. FED. AID NO. N O N E ROADWAY REHABILITATION. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.500 2,000.00 0.500 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 690,000.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 72,000.0000 72,000.00 0.250 18,000.00 0.250 18,000 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.000 0 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 20,200.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 74,400.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 34,300.00 0.000 0 009 TEMPORARY PAVEMENT MARKER EA 6.0000 11,520.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.000 0 011 TEMPORARY RAILING (TYPE K) LF 13.0000 769,600.00 0.000 0 012 TEMPORARY CRASH CUSHION MODULE EA 150.0000 67,500.00 0.000 0 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,500.0000 13,500.00 0.000 0 014 JOB SITE MANAGEMENT LS 110,000.0000 110,000.00 0.000 0 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 43,000.00 0.000 0 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 4,300.00 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 019 TEMPORARY COVER SQYD 4.3000 68,800.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 76,700.00 158.000 20,540.00 158.000 20,540 021 TEMPORARY FIBER ROLL LF 2.4500 90,650.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 13,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 225,000.0000 225,000.00 0.000 0 024 TEMPORARY ACTIVE TREATMENT SYSTEM LS 75,000.0000 75,000.00 0.000 0 025 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.000 0 026 TEMPORARY CREEK DIVERSION SYSTEMS LS 75,000.0000 75,000.00 0.000 0 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 139,700.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 VIBRATION MONITORING LS 45,000.0000 45,000.00 0.000 0 029 TREATED WOOD WASTE LB 0.1000 19,400.00 0.000 0 030 NOISE MONITORING LS 4,000.0000 4,000.00 0.000 0 031 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 425.0000 89,250.00 0.000 0 032 TEMPORARY HIGH-VISIBILITY FENCE LF 2.2000 31,900.00 3,715.000 8,173.00 3,715.000 8,173 033 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.000 0 034 SHOULDER BACKING TON 21.0000 791,700.00 0.000 0 035 PERVIOUS BACKFILL MATERIAL CY 70.0000 9,940.00 0.000 0 (F) 036 SOIL DENSIFICATION (HIGH DENSITY LB 4.4000 34,848.00 0.000 0 POLYURETHANE) 037 DITCH EXCAVATION CY 50.0000 30,500.00 0.000 0 038 SOIL AMENDMENT CY 176.0000 5,104.00 0.000 0 039 PACKET FERTILIZER EA 1.0000 780.00 0.000 0 040 PLANT (GROUP H) EA 45.0000 3,375.00 0.000 0 041 PLANT (GROUP I) EA 33.0000 12,870.00 0.000 0 042 PLANT (GROUP A) EA 35.0000 11,550.00 0.000 0 043 PLANT ESTABLISHMENT WORK LS 130,000.0000 130,000.00 0.000 0 044 WOOD MULCH CY 157.0000 942.00 0.000 0 045 FOLIAGE PROTECTOR EA 65.0000 25,350.00 0.000 0 046 RISER SPRINKLER ASSEMBLY EA 93.0000 72,540.00 0.000 0 047 DRIP VALVE ASSEMBLY EA 665.0000 28,595.00 0.000 0 048 CAM COUPLER ASSEMBLY EA 523.0000 20,397.00 0.000 0 049 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.4000 31,524.00 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 3 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.4000 2,868.00 0.000 0 (F) LINE) 051 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 2.7000 6,790.50 0.000 0 (F) (SUPPLY LINE) 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 50,000.00 0.000 0 053 IMPORTED BIOFILTRATION SOIL CY 105.0000 16,800.00 0.000 0 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4800 188,640.00 0.000 0 055 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5000 1,400.00 0.000 0 056 HYDROMULCH SQFT 0.0500 31,350.00 0.000 0 057 FIBER ROLLS LF 2.4000 142,800.00 0.000 0 058 HYDROSEED SQFT 0.0900 56,430.00 0.000 0 059 COMPOST (CY) CY 60.0000 30,000.00 0.000 0 060 INCORPORATE MATERIALS SQFT 0.1000 10,800.00 0.000 0 061 LEAN CONCRETE BASE RAPID SETTING CY 440.0000 1,276,000.00 0.000 0 062 CRACK AND SEAT SQYD 0.8300 220,780.00 0.000 0 063 CRACK TREATMENT LNMI 3,200.0000 124,800.00 0.000 0 064 HOT MIX ASPHALT (TYPE A) TON 105.0000 6,069,000.00 0.000 0 065 HOT MIX ASPHALT (LEVELING) TON 107.0000 3,295,600.00 0.000 0 066 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 6,688,500.00 0.000 0 067 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 115.0000 3,415,500.00 0.000 0 (OPEN GRADED FRICTION COURSE) 068 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.3000 383,500.00 0.000 0 (PAVING FABRIC) 069 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1000 1,320.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1000 22,330.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 58,410.00 0.000 0 072 PLACE HOT MIX ASPHALT SQYD 75.0000 2,325.00 0.000 0 (MISCELLANEOUS AREA) 073 TACK COAT TON 900.0000 621,000.00 0.000 0 074 REMOVE ASPHALT CONCRETE DIKE LF 1.2000 88,920.00 0.000 0 075 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 301,000.00 0.000 0 076 JOINTED PLAIN CONCRETE PAVEMENT CY 360.0000 2,001,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRECAST JOINTED CONCRETE PAVEMENT CY 1,400.0000 756,000.00 0.000 0 078 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 680.0000 673,200.00 0.000 0 079 REMOVE CONCRETE PAVEMENT AND BASE CY 225.0000 1,703,250.00 0.000 0 080 REMOVE CONCRETE PAVEMENT (CY) CY 255.0000 252,450.00 0.000 0 081 GRIND EXISTING CONCRETE SQYD 12.0000 21,240.00 0.000 0 PAVEMENT 082 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,250.0000 187,500.00 0.000 0 PILE (SIGN FOUNDATION) 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 141,000.00 0.000 0 (F) 084 AGGREGATE BASE (APPROACH SLAB) CY 600.0000 48,000.00 0.000 0 085 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,325.0000 1,052,050.00 0.000 0 (TYPE R) 086 STRUCTURAL CONCRETE, BOX CULVERT CY 2,300.0000 602,600.00 0.000 0 (F) 087 STRUCTURAL CONCRETE, HEADWALL CY 2,400.0000 168,000.00 0.000 0 (F) 088 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,570.0000 651,550.00 0.000 0 (F) 089 PAVING NOTCH EXTENSION CF 535.0000 237,005.00 0.000 0 090 ARCHITECTURAL SURFACE (BARRIER) SQFT 15.0000 169,500.00 0.000 0 091 CLEAN EXPANSION JOINT LF 114.0000 7,068.00 0.000 0 092 JOINT SEAL (MR 1/2") LF 93.0000 21,948.00 0.000 0 093 JOINT SEAL (MR 1") LF 111.0000 47,175.00 0.000 0 094 BAR REINFORCING STEEL LB 4.0000 29,876.00 0.000 0 (F) 095 BAR REINFORCING STEEL (BOX CULVERT) LB 0.5000 28,652.00 0.000 0 (F) 096 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 304,856.00 0.000 0 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 19,053.50 0.000 0 (F) 098 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 25,000.00 0.000 0 099 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.5000 11,450.00 0.000 0 100 18" ALTERNATIVE PIPE CULVERT LF 140.0000 625,800.00 0.000 0 101 24" ALTERNATIVE PIPE CULVERT LF 220.0000 499,400.00 0.000 0 102 30" ALTERNATIVE PIPE CULVERT LF 305.0000 399,550.00 0.000 0 103 36" ALTERNATIVE PIPE CULVERT LF 255.0000 140,250.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 42" ALTERNATIVE PIPE CULVERT LF 335.0000 261,300.00 0.000 0 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 54" ALTERNATIVE PIPE CULVERT LF 384.0000 26,880.00 0.000 0 107 CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 395.0000 1,888,100.00 0.000 0 108 FILTER FABRIC SQYD 4.0000 920.00 0.000 0 109 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 1,080.0000 896,400.00 0.000 0 TRENCHLESS CULVERT 110 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 1,120.0000 761,600.00 0.000 0 TRENCHLESS CULVERT 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 60" CORRUGATED STEEL PIPE (.109" THICK) LF 480.0000 153,600.00 0.000 0 119 66" CORRUGATED STEEL PIPE (.109" THICK) LF 420.0000 142,800.00 0.000 0 120 90" CORRUGATED STEEL PIPE (.138" THICK) LF 895.0000 44,750.00 0.000 0 121 71" X 47" CORRUGATED STEEL PIPE ARCH LF 620.0000 93,000.00 0.000 0 (.138" THICK) 122 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 94.0000 7,144.00 0.000 0 123 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 98.0000 169,540.00 0.000 0 124 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 117,600.00 0.000 0 (.079" THICK) 125 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.0000 89,100.00 0.000 0 (.079" THICK) 126 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 205.0000 63,550.00 0.000 0 (.079" THICK) 127 ANCHOR ASSEMBLY EA 575.0000 26,450.00 0.000 0 128 GRATED LINE DRAIN LF 370.0000 27,010.00 0.000 0 129 42" WELDED STEEL PIPE (0.250" THICK) LF 1,030.0000 927,000.00 0.000 0 TRENCHLESS CULVERT 130 18" ALTERNATIVE FLARED END SECTION EA 220.0000 1,320.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 290.0000 1,450.00 0.000 0 132 30" ALTERNATIVE FLARED END SECTION EA 660.0000 5,280.00 0.000 0 133 36" ALTERNATIVE FLARED END SECTION EA 1,170.0000 1,170.00 0.000 0 134 42" ALTERNATIVE FLARED END SECTION EA 1,570.0000 6,280.00 0.000 0 135 36" REINFORCED CONCRETE PIPE RISER LF 550.0000 14,850.00 0.000 0 136 ABANDON CULVERT (EA) EA 2,800.0000 98,000.00 0.000 0 137 ABANDON INLET EA 946.0000 3,784.00 0.000 0 138 REMOVE CULVERT (LF) LF 2.0000 17,460.00 0.000 0 139 REMOVE DOWNDRAIN (EA) EA 177.0000 6,372.00 0.000 0 140 REMOVE INLET EA 550.0000 16,500.00 0.000 0 141 REMOVE HEADWALL EA 3,200.0000 3,200.00 0.000 0 142 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 570.0000 7,410.00 0.000 0 143 REMOVE FLARED END SECTION (EA) EA 14.0000 406.00 0.000 0 144 ADJUST INLET EA 1,930.0000 231,600.00 0.000 0 145 ADJUST PIPE INLET TO GRADE EA 1,950.0000 1,950.00 0.000 0 146 CLEANING, INSPECTING, AND PREPARING LF 27.0000 81,000.00 0.000 0 CULVERT (LF) 147 CLEAN DRAINAGE FACILITY LF 140.0000 28,000.00 0.000 0 148 CONCRETE INVERT PAVING CY 338.0000 192,660.00 0.000 0 149 SAND BACKFILL CY 195.0000 11,115.00 0.000 0 150 24" MACHINE SPIRAL WOUND PVC PIPELINER LF 332.0000 185,920.00 0.000 0 (EXPANDABLE DIAMETER) 151 30" MACHINE SPIRAL WOUND PVC PIPELINER LF 450.0000 261,000.00 0.000 0 (EXPANDABLE DIAMETER) 152 42" MACHINE SPIRAL WOUND PVC LF 819.0000 155,610.00 0.000 0 PIPELINER (EXPANDABLE DIAMETER) 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 ROCK SLOPE PROTECTION CY 225.0000 33,750.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 155 ROCK SLOPE PROTECTION CY 260.0000 9,880.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 156 ROCK SLOPE PROTECTION CY 325.0000 48,750.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 157 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 900.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DETECTABLE WARNING SURFACE SQFT 60.0000 7,200.00 0.000 0 159 MINOR CONCRETE (MISCELLANEOUS CY 780.0000 163,800.00 0.000 0 CONSTRUCTION) 160 MINOR CONCRETE (CURB AND GUTTER) CY 820.0000 114,800.00 0.000 0 161 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 107.0000 18,190.00 0.000 0 162 REMOVE CONCRETE (CURB AND GUTTER) LF 14.0000 32,340.00 0.000 0 163 MISCELLANEOUS IRON AND STEEL LB 3.0000 109,803.00 0.000 0 (F) 164 PREPARE AND PAINT CONCRETE SQFT 190.0000 2,090.00 0.000 0 165 PREPARE AND STAIN CONCRETE SQFT 3.0000 33,900.00 0.000 0 166 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 60.0000 7,200.00 0.000 0 167 REMOVE FENCE LF 15.0000 900.00 0.000 0 168 REMOVE PAVEMENT MARKER EA 1.2000 7,344.00 0.000 0 169 DELINEATOR (CLASS 1) EA 39.0000 19,890.00 0.000 0 170 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 37,080.00 0.000 0 171 REMOVE ROADSIDE SIGN EA 200.0000 3,200.00 0.000 0 172 REMOVE ROADSIDE SIGN EA 50.0000 150.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 173 REMOVE ROADSIDE SIGN PANEL EA 50.0000 500.00 0.000 0 174 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.5000 29,445.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 5,510.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 13,420.00 0.000 0 FOR RETROREFLECTIVIE SHEETING (TYPE XI) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1500 1,421.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 1,125.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1500 6,060.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 180 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7000 10,804.00 0.000 0 181 ROADSIDE SIGN - ONE POST EA 250.0000 2,000.00 0.000 0 182 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0 METHOD) 184 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.0000 6,760.00 0.000 0 185 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 750.00 0.000 0 EXISTING POST 186 INSTALL ROADSIDE SIGN EA 7,400.0000 14,800.00 0.000 0 (LAMINATED WOOD BOX POST) 187 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 21.0000 512,400.00 0.000 0 188 ASPHALT COMPOSITE VEGETATION CONTROL SQYD 54.0000 955,800.00 0.000 0 189 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 265,000.00 0.000 0 190 TRANSITION RAILING (TYPE STB) EA 3,750.0000 78,750.00 0.000 0 191 TRANSITION RAILING (TYPE WB-31) EA 3,300.0000 42,900.00 0.000 0 192 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 22,275.00 0.000 0 193 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 97,650.00 0.000 0 194 CRASH CUSHION (TYPE SCI-100GM) EA 37,500.0000 450,000.00 0.000 0 195 CRASH CUSHION MODULE, SAND FILLED EA 600.0000 8,400.00 0.000 0 196 CONCRETE BARRIER (TYPE 60MG) LF 190.0000 391,400.00 0.000 0 197 CONCRETE BARRIER TRANSITION LF 370.0000 58,830.00 0.000 0 (F) 198 REMOVE GUARDRAIL LF 4.0000 59,600.00 0.000 0 199 REMOVE CONCRETE BARRIER LF 21.0000 44,100.00 0.000 0 200 REMOVE CRASH CUSHION (SAND FILLED) EA 120.0000 19,200.00 0.000 0 201 THERMOPLASTIC PAVEMENT MARKING SQFT 8.5000 42,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 48,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 203 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,601.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 204 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 242,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 205 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 206 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.6000 38,220.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 207 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 27,300.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 208 6" RUMBLE STRIP STA 36.0000 66,960.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 209 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 210 MODIFYING EXISTING ELECTRICAL SYSTEM LS 550,000.0000 550,000.00 0.000 0 211 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 212 WOOD FENCE LF 125.0000 7,500.00 0.000 0 213 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 214 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 600.0000 31,200.00 0.000 0 215 18" REINFORCED CONCRETE PIPE LF 280.0000 72,800.00 0.000 0 216 24" REINFORCED CONCRETE PIPE LF 290.0000 95,700.00 0.000 0 217 36" REINFORCED CONCRETE PIPE LF 275.0000 3,575.00 0.000 0 218 12" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 66,000.00 0.000 0 219 18" CORRUGATED STEEL PIPE (.064" THICK) LF 180.0000 410,400.00 0.000 0 220 24" CORRUGATED STEEL PIPE (.064" THICK) LF 260.0000 130,000.00 0.000 0 221 30" CORRUGATED STEEL PIPE (.064" THICK) LF 245.0000 198,450.00 0.000 0 222 36" CORRUGATED STEEL PIPE (.064" THICK) LF 335.0000 4,020.00 0.000 0 223 42" CORRUGATED STEEL PIPE (.079" THICK) LF 185.0000 22,200.00 0.000 0 224 48" CORRUGATED STEEL PIPE (.079" THICK) LF 620.0000 43,400.00 0.000 0 225 54" CORRUGATED STEEL PIPE (.079" THICK) LF 470.0000 44,180.00 0.000 0 226 CABLE RAILING LF 180.0000 17,820.00 0.000 0 (F) 227 RECONSTRUCT THRIE BEAM BARRIER LF 38.0000 1,900.00 0.000 0 228 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 40.0000 7,200.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 03/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 08:36 AM ESTIMATE NO. 001 BID OPENING 12/13/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 03/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 50,713.00 50,713.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 50,713.00 50,713.00 229 MOBILIZATION LS 3,475,000.0000 3,475,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 56,015,886.00 TOTAL WORK COMPLETED 50,713.00 50,713.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 50,713.00 50,713.00 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 01/14/20 550 03/16/20 03/16/20 06/03/21 0 5 0 0 0% 0% PROGRESS IS SATISFACTORY VALEH, SYD H. RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/20