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 05/19/21 EST. NO. 016 TIME 05:24 PM 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 --------------------------------------------------------------------------- 006 0001 68,854.70 E.W. @ L.S.(+) 051721 N 0001 0 025 0001 12,082.35 E.W. @ F.A.(+) 050521 N 0095.1 0002 9,825.72 050621 N 0096.1 026 0001 150,698.60 A.C. @ L.S.(+) 051721 N 0001 0 241,461.37 TOTAL THIS ESTIMATE 1,803,551.23 TOTAL PREVIOUS ESTIMATE 2,045,012.60 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 05/19/21 EST. NO. 016 TIME 05:24 PM 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 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 LOCATION 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 0.550 2,200 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.850 4,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 690,000.00 142.000 326,600 004 CONSTRUCTION AREA SIGNS LS 72,000.0000 72,000.00 0.900 64,800 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.850 1,020,000 006 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 35.000 1,225 009 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 0.850 25,500 011 TEMPORARY RAILING (TYPE K) LF 13.0000 769,600.00 6,140.000 79,820 012 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 4.000 18,000 014 JOB SITE MANAGEMENT LS 110,000.0000 110,000.00 0.850 93,500 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 43,000.00 1.000 500.00 12.000 6,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 4,300.00 14.000 1,400 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 019 TEMPORARY COVER SQYD 4.3000 68,800.00 5,967.000 25,658 020 TEMPORARY DRAINAGE INLET PROTECTION EA 130.0000 76,700.00 455.000 59,150 021 TEMPORARY FIBER ROLL LF 2.4500 90,650.00 29,320.000 71,834 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 13,500.00 1.000 4,500 PROGRAM CAS145 PAGE 2 DATE 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.850 191,250 024 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 0.800 56,000 026 TEMPORARY CREEK DIVERSION SYSTEMS LS 75,000.0000 75,000.00 0.300 22,500 027 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 1.000 45,000 029 TREATED WOOD WASTE LB 0.1000 19,400.00 145,500.000 14,550 030 NOISE MONITORING LS 4,000.0000 4,000.00 0.850 3,400 031 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 425.0000 89,250.00 154.240 65,552 032 TEMPORARY HIGH-VISIBILITY FENCE LF 2.2000 31,900.00 11,642.000 25,612 033 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 034 SHOULDER BACKING TON 21.0000 791,700.00 36,049.530 757,040 035 PERVIOUS BACKFILL MATERIAL CY 70.0000 9,940.00 0.000 0 (F) 036 SOIL DENSIFICATION (HIGH DENSITY LB 4.4000 34,848.00 3,615.400 15,907 POLYURETHANE) 037 DITCH EXCAVATION CY 50.0000 30,500.00 0.000 0 038 SOIL AMENDMENT CY 176.0000 5,104.00 0.500 88 039 PACKET FERTILIZER EA 1.0000 780.00 16.000 16 040 PLANT (GROUP H) EA 45.0000 3,375.00 0.000 0 041 PLANT (GROUP I) EA 33.0000 12,870.00 12.000 396 042 PLANT (GROUP A) EA 35.0000 11,550.00 4.000 140 043 PLANT ESTABLISHMENT WORK LS 130,000.0000 130,000.00 0.000 0 044 WOOD MULCH CY 157.0000 942.00 1.000 157 045 FOLIAGE PROTECTOR EA 65.0000 25,350.00 16.000 1,040 046 RISER SPRINKLER ASSEMBLY EA 93.0000 72,540.00 16.000 1,488 047 DRIP VALVE ASSEMBLY EA 665.0000 28,595.00 0.000 0 048 CAM COUPLER ASSEMBLY EA 523.0000 20,397.00 2.000 1,046 049 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.4000 31,524.00 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 3 DATE 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,868.00 154.000 369 (F) LINE) 051 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 2.7000 6,790.50 400.000 1,080 (F) (SUPPLY LINE) 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 50,000.00 14.000 14,000 053 IMPORTED BIOFILTRATION SOIL CY 105.0000 16,800.00 0.000 0 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4800 188,640.00 45,082.000 21,639 055 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5000 1,400.00 0.000 0 056 HYDROMULCH SQFT 0.0500 31,350.00 476,982.000 23,849 057 FIBER ROLLS LF 2.4000 142,800.00 6,545.000 15,708 058 HYDROSEED SQFT 0.0900 56,430.00 533,725.000 48,035 059 COMPOST (CY) CY 60.0000 30,000.00 372.200 22,332 060 INCORPORATE MATERIALS SQFT 0.1000 10,800.00 247,150.000 24,715.00 355,150.000 35,515 061 LEAN CONCRETE BASE RAPID SETTING CY 440.0000 1,276,000.00 1,137.000 500,280 062 CRACK AND SEAT SQYD 0.8300 220,780.00 273,945.000 227,374 063 CRACK TREATMENT LNMI 3,200.0000 124,800.00 39.000 124,800 064 HOT MIX ASPHALT (TYPE A) TON 105.0000 6,069,000.00 53,092.030 5,574,663 065 HOT MIX ASPHALT (LEVELING) TON 107.0000 3,295,600.00 35,254.310 3,772,211 066 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 6,688,500.00 62,336.830 6,545,367 067 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 115.0000 3,415,500.00 30,582.670 3,517,007 (OPEN GRADED FRICTION COURSE) 068 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.3000 383,500.00 298,290.000 387,777 (PAVING FABRIC) 069 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1000 1,320.00 1,216.000 1,337 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1000 22,330.00 14,937.000 16,430 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 58,410.00 54,185.000 59,603 072 PLACE HOT MIX ASPHALT SQYD 75.0000 2,325.00 33.200 2,490 (MISCELLANEOUS AREA) 073 TACK COAT TON 900.0000 621,000.00 404.150 363,735 074 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 60,715.700 303,578 076 JOINTED PLAIN CONCRETE PAVEMENT CY 360.0000 2,001,600.00 1,608.500 579,060 PROGRAM CAS145 PAGE 4 DATE 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 756,000.00 528.000 739,200 078 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 680.0000 673,200.00 1,101.090 748,741 079 REMOVE CONCRETE PAVEMENT AND BASE CY 225.0000 1,703,250.00 4,213.500 948,037 080 REMOVE CONCRETE PAVEMENT (CY) CY 255.0000 252,450.00 1,101.090 280,777 081 GRIND EXISTING CONCRETE SQYD 12.0000 21,240.00 6,644.000 79,728 PAVEMENT 082 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,250.0000 187,500.00 142.000 177,500 PILE (SIGN FOUNDATION) 083 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 141,000.00 94.000 141,000 (F) 084 AGGREGATE BASE (APPROACH SLAB) CY 600.0000 48,000.00 64.250 38,550 085 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,325.0000 1,052,050.00 784.800 1,039,860 (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 16.220 25,465.40 175.580 275,660 (F) 089 PAVING NOTCH EXTENSION CF 535.0000 237,005.00 390.600 208,971 090 ARCHITECTURAL SURFACE (BARRIER) SQFT 15.0000 169,500.00 11,300.000 169,500 091 CLEAN EXPANSION JOINT LF 114.0000 7,068.00 62.000 7,068 092 JOINT SEAL (MR 1/2") LF 93.0000 21,948.00 230.000 21,390 093 JOINT SEAL (MR 1") LF 111.0000 47,175.00 425.000 47,175 094 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 76,214.000 304,856 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 19,053.50 76,214.000 19,053 (F) 098 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 25,000.00 5.000 25,000 099 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.5000 11,450.00 0.000 0 100 18" ALTERNATIVE PIPE CULVERT LF 140.0000 625,800.00 372.000 52,080.00 2,505.700 350,798 101 24" ALTERNATIVE PIPE CULVERT LF 220.0000 499,400.00 638.000 140,360 102 30" ALTERNATIVE PIPE CULVERT LF 305.0000 399,550.00 315.000 96,075 103 36" ALTERNATIVE PIPE CULVERT LF 255.0000 140,250.00 322.000 82,110 PROGRAM CAS145 PAGE 5 DATE 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 261,300.00 181.000 60,635 105 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 106 54" ALTERNATIVE PIPE CULVERT LF 384.0000 26,880.00 71.500 27,456 107 CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 395.0000 1,888,100.00 58.700 23,186.50 2,217.320 875,841 108 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 153,600.00 252.500 121,200 119 66" CORRUGATED STEEL PIPE (.109" THICK) LF 420.0000 142,800.00 170.000 71,400 120 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 93,000.00 188.000 116,560 (.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 169,540.00 863.000 84,574.00 863.000 84,574 124 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 117,600.00 989.500 118,740 (.079" THICK) 125 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.0000 89,100.00 42.000 6,930 (.079" THICK) 126 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 205.0000 63,550.00 64.000 13,120 (.079" THICK) 127 ANCHOR ASSEMBLY EA 575.0000 26,450.00 4.000 2,300.00 4.000 2,300 128 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 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 660 133 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 19.360 10,648 136 ABANDON CULVERT (EA) EA 2,800.0000 98,000.00 3.000 8,400 137 ABANDON INLET EA 946.0000 3,784.00 0.000 0 138 REMOVE CULVERT (LF) LF 2.0000 17,460.00 309.300 618.60 3,088.600 6,177 139 REMOVE DOWNDRAIN (EA) EA 177.0000 6,372.00 23.000 4,071 140 REMOVE INLET EA 550.0000 16,500.00 1.000 550.00 16.000 8,800 141 REMOVE HEADWALL EA 3,200.0000 3,200.00 1.000 3,200 142 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 6.000 84 144 ADJUST INLET EA 1,930.0000 231,600.00 123.000 237,390 145 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 1,325.000 35,775 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 40.520 10,535 (60 LB, CLASS II, METHOD B) (CY) 156 ROCK SLOPE PROTECTION CY 325.0000 48,750.00 27.250 8,856 (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 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,200.00 120.000 7,200 159 MINOR CONCRETE (MISCELLANEOUS CY 780.0000 163,800.00 210.000 163,800 CONSTRUCTION) 160 MINOR CONCRETE (CURB AND GUTTER) CY 820.0000 114,800.00 135.000 110,700 161 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 107.0000 18,190.00 170.000 18,190 162 REMOVE CONCRETE (CURB AND GUTTER) LF 14.0000 32,340.00 2,592.500 36,295 163 MISCELLANEOUS IRON AND STEEL LB 3.0000 109,803.00 2,898.000 8,694.00 17,264.000 51,792 (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 21,989.000 65,967 166 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 6,161.000 7,393 169 DELINEATOR (CLASS 1) EA 39.0000 19,890.00 510.000 19,890 170 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 37,080.00 6,050.000 36,300 171 REMOVE ROADSIDE SIGN EA 200.0000 3,200.00 16.000 3,200 172 REMOVE ROADSIDE SIGN EA 50.0000 150.00 3.000 150 (STRAP AND SADDLE BRACKET METHOD) 173 REMOVE ROADSIDE SIGN PANEL EA 50.0000 500.00 10.000 500 174 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.5000 29,445.00 1,510.000 29,445 FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 5,510.00 190.000 5,510 FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 13,420.00 610.000 13,420 FOR RETROREFLECTIVIE SHEETING (TYPE XI) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1500 1,421.00 140.000 1,421 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 1,125.00 100.000 1,125 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1500 6,060.00 400.000 6,060 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 180 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7000 10,804.00 2,920.000 10,804 181 ROADSIDE SIGN - ONE POST EA 250.0000 2,000.00 8.000 2,000 182 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 7.000 3,500 PROGRAM CAS145 PAGE 8 DATE 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 300 METHOD) 184 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.0000 6,760.00 520.000 6,760 185 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 750.00 10.000 750 EXISTING POST 186 INSTALL ROADSIDE SIGN EA 7,400.0000 14,800.00 2.000 14,800 (LAMINATED WOOD BOX POST) 187 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 21.0000 512,400.00 24,363.000 511,623 188 ASPHALT COMPOSITE VEGETATION CONTROL SQYD 54.0000 955,800.00 17,700.000 955,800 189 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 265,000.00 10,599.000 264,975 190 TRANSITION RAILING (TYPE STB) EA 3,750.0000 78,750.00 22.000 82,500 191 TRANSITION RAILING (TYPE WB-31) EA 3,300.0000 42,900.00 13.000 42,900 192 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 22,275.00 33.000 22,275 193 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 97,650.00 32.000 100,800 194 CRASH CUSHION (TYPE SCI-100GM) EA 37,500.0000 450,000.00 13.000 487,500 195 CRASH CUSHION MODULE, SAND FILLED EA 600.0000 8,400.00 14.000 8,400 196 CONCRETE BARRIER (TYPE 60MG) LF 190.0000 391,400.00 2,060.000 391,400 197 CONCRETE BARRIER TRANSITION LF 370.0000 58,830.00 68.000 25,160.00 159.000 58,830 (F) 198 REMOVE GUARDRAIL LF 4.0000 59,600.00 11,788.000 47,152 199 REMOVE CONCRETE BARRIER LF 21.0000 44,100.00 2,100.000 44,100 200 REMOVE CRASH CUSHION (SAND FILLED) EA 120.0000 19,200.00 160.000 19,200 201 THERMOPLASTIC PAVEMENT MARKING SQFT 8.5000 42,840.00 5,040.000 42,840 (ENHANCED WET NIGHT VISIBILITY) 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 48,600.00 108,000.000 48,600 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 203 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,601.00 2,425.000 2,182 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 204 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 242,250.00 255,000.000 242,250 (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 18,607.000 48,378 (ENHANCED WET NIGHT VISIBILITY) 207 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 27,300.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,860.000 66,960 (ASPHALT CONCRETE PAVEMENT) 209 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 210 MODIFYING EXISTING ELECTRICAL SYSTEM LS 550,000.0000 550,000.00 1.000 550,000 211 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 16.000 9,600 215 18" REINFORCED CONCRETE PIPE LF 280.0000 72,800.00 17.300 4,844.00 230.300 64,484 216 24" REINFORCED CONCRETE PIPE LF 290.0000 95,700.00 168.500 48,865 217 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 26.000 3,120 219 18" CORRUGATED STEEL PIPE (.064" THICK) LF 180.0000 410,400.00 102.000 18,360.00 226.000 40,680 220 24" CORRUGATED STEEL PIPE (.064" THICK) LF 260.0000 130,000.00 64.000 16,640 221 30" CORRUGATED STEEL PIPE (.064" THICK) LF 245.0000 198,450.00 60.500 14,822 222 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 05/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J6424 TIME 05:24 PM ESTIMATE NO. 016 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 05/20/21 R.E. NAME: VALEH, SYD H. DATE OF THIS ESTIMATE 05/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 271,047.50 38,056,778.07 ADJUSTMENT OF COMPENSATION 150,698.60 780,872.19 EXTRA WORK 90,762.77 1,264,140.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 512,508.87 40,101,790.67 229 MOBILIZATION LS 3,475,000.0000 3,475,000.00 1.000 3,475,000 ORIGINAL CONTRACT AMOUNT 56,015,886.00 TOTAL WORK COMPLETED 512,508.87 43,576,790.67 MATERIALS ON HAND ON SITE 267,277.91 DEDUCTIONS 0.00 0.00 TOTAL 512,508.87 43,844,068.58 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 12/10/21 142 155 0 0 78% 26% PROGRESS IS SATISFACTORY VALEH, SYD H. RESIDENT ENGINEER PROGRAM CAS145 DATE 05/19/21