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 12/20/22 EST. NO. 017 TIME 05:48 PM R.E. NAME: NIKZAD, ALI 04-1J9704 --------------------------------------------------------------------------- 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 0021 1,626.74 E.W. @ F.A.(+) 092022 N 0175.0 003 0008 3,852.13 E.W. @ F.A.(+) 041222 N 0122.0 0009 3,959.38 041322 N 0123.0 0010 3,423.13 052022 N 0227.0 004 0023 2,679.14 E.W. @ F.A.(+) 062922 N 0141.0 0024 2,689.37 061522 N 0102.0 0025 944.60 061322 N 0098.0 0026 220.92 061422 N 0099.0 0028 1,282.87 061622 N 0101.0 0030 1,947.26 062222 N 0108.0 0031 1,947.26 062322 N 0133.0 0032 1,974.99 062422 N 0134.0 0033 1,914.25 062822 N 0135.0 0034 2,194.10 062922 N 0136.0 0035 2,442.58 062122 N 0161.0 0036 2,096.11 063022 N 0162.0 0037 2,609.29 070622 N 0163.0 006 0015 1,484.36 E.W. @ F.A.(+) 032122 N 0079.0 0017 7,546.73 081722 N 0158.0 0018 6,342.64 091522 N 0171.0 0019 865.66 031722 N 0072.0 0020 2,443.23 030822 N 0084.0 0021 6,949.64 081622 N 0152.0 009 0007 7,263.91 E.W. @ F.A.(+) 081622 N 0159.0 0008 7,379.41 081722 N 0160.0 012 0007 3,883.57 E.W. @ F.A.(+) 032822 N 1 0 0008 4,670.22 033022 N 2 0 0009 4,670.22 033122 N 3 0 0010 4,746.92 040122 N 4 0 0012 4,746.92 040522 N 6 0 0013 4,746.92 040622 N 7 0 0014 4,746.92 040722 N 8 0 0017 4,746.92 041222 N 11 0 0018 4,746.92 041322 N 12 0 0029 4,746.92 050622 N 23 0 0031 4,746.92 051122 N 25 0 0032 4,746.92 051222 N 26 0 0033 4,746.92 051322 N 27 0 0035 5,810.60 051822 N 29 0 013 0011 2,445.42 E.W. @ F.A.(+) 053122 N 0147.0 015 0002 115,985.40 A.C. @ U.P.(+) 121922 N 002 0 021 0001 18,444.96 E.W. @ F.A.(+) 050922 N 0167.0 0002 15,475.35 012822 N 0228.0 0003 1,046.06 082422 N 0229.0 0005 3,759.92 092622 N 0231.0 0006 16,612.46 092922 N 0232.0 0007 24,113.26 093022 N 0233.0 0008 28,557.58 100322 N 0234.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/20/22 EST. NO. 017 TIME 05:48 PM R.E. NAME: NIKZAD, ALI 04-1J9704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 371,023.92 TOTAL THIS ESTIMATE 2,023,400.31 TOTAL PREVIOUS ESTIMATE 2,394,424.23 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 12/20/22 EST. NO. 017 TIME 05:48 PM R.E. NAME: NIKZAD, ALI 04-1J9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -36,750.00 012 0.00 -36,750.00 TOTAL DEDUCTIONS 0.00 -36,750.00 PROGRAM CAS145 PAGE 1 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 LOCATION PROGRESS ESTIMATE 04-SCL-17-2.8/13.9 ----------------- GRANITE ROCK COMPANY IN AND NEAR LOS GATOS, CAMPBELL AND 5225 HELLYER AVENUE STE 220 SAN JOSE, FROM HEBARD WAY TO ROUTE SAN JOSE CA 95138 280 FED. AID NO. ACNH-P017(117)E 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 4,515.4000 4,515.40 1.000 4,515 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.600 1,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 880,000.00 15.000 30,000.00 229.000 458,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 4.000 24,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 1,600.00 41.500 8,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 88,500.0000 88,500.00 0.700 61,950 007 TRAFFIC CONTROL SYSTEM LS 1,860,000.0000 1,860,000.00 0.040 74,400.00 0.680 1,264,800 008 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,000.00 259.000 6,475 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 165.8600 49,758.00 26.000 4,312.36 427.000 70,822 SYSTEM DAY 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 47,781.1800 47,781.18 1.000 47,781 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 113,058.8800 113,058.88 0.040 4,522.36 0.600 67,835 012 TEMPORARY RAILING (TYPE K) LF 23.0000 722,200.00 4,240.000 97,520 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 225,000.00 36.000 180,000 014 TEMPORARY RADAR SPEED FEEDBACK EA 21,300.0000 42,600.00 2.000 42,600 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.025 1,250.00 0.600 30,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 36,000.00 2.000 1,000.00 12.000 6,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 3,000.00 2.000 200.00 13.000 1,300 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 TEMPORARY COVER SQYD 3.0000 48,000.00 3,500.000 10,500.00 5,500.000 16,500 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 32,000.00 224.000 44,800 022 TEMPORARY FIBER ROLL LF 6.0000 199,200.00 6,200.000 37,200.00 11,850.000 71,100 PROGRAM CAS145 PAGE 2 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY REINFORCED SILT FENCE LF 8.0000 100,000.00 3,200.000 25,600.00 7,575.000 60,600 024 STREET SWEEPING LS 10,000.0000 10,000.00 0.050 500.00 0.650 6,500 025 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 026 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 100.0000 6,000.00 0.000 0 027 WATER QUALITY MONITORING REPORT EA 2,000.0000 10,000.00 0.000 0 028 WATER QUALITY ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 029 TEMPORARY CREEK DIVERSION SYSTEMS LS 30,000.0000 30,000.00 0.000 0 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3200 50,240.00 104,209.000 33,346 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4400 171,160.00 42,760.000 18,814.40 156,240.000 68,745 032 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 033 REMOVE CONCRETE (SQYD) SQYD 26.0000 42,640.00 1,640.000 42,640 034 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.050 2,500.00 0.800 40,000 035 ROADWAY EXCAVATION CY 129.0000 16,770.00 131.800 17,002 036 SOIL DENSIFICATION LB 4.1600 347,360.00 70,551.000 293,492 (HIGH DENSITY POLYURETHANE) 037 COMPACTION GROUTING CF 25.5000 1,705,950.00 33,629.500 857,552 038 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 039 BIORETENTION CY 325.0000 204,750.00 0.000 0 040 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 13,200.00 2.000 1,100.00 3.000 1,650 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 52,690.00 10,336.000 5,684.80 40,018.000 22,009 042 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 2.0500 29,725.00 0.000 0 043 HYDROMULCH SQFT 0.0400 10,840.00 40,018.000 1,600.72 40,018.000 1,600 044 FIBER ROLLS LF 2.9000 67,860.00 975.000 2,827.50 4,300.000 12,470 045 HYDROSEED SQFT 0.1400 15,442.00 40,018.000 5,602.52 40,018.000 5,602 046 COMPOST (CY) CY 65.0000 11,050.00 50.000 3,250.00 97.000 6,305 047 CLASS 2 AGGREGATE BASE (CY) CY 923.8500 157,054.50 173.000 159,826 048 BASE BOND BREAKER SQYD 8.5000 66,300.00 7,888.000 67,048 049 ASPHALTIC EMULSION (FOG SEAL COAT) TON 5,000.0000 35,000.00 5.190 25,950.00 5.190 25,950 PROGRAM CAS145 PAGE 3 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FULL WIDTH SEGMENT CORRECTION EA 24,000.0000 48,000.00 0.000 0 051 REPLACE ASPHALT CONCRETE SURFACING CY 900.0000 486,000.00 521.000 468,900 052 HOT MIX ASPHALT (TYPE A) TON 150.0000 240,000.00 380.960 57,144 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 116.0000 9,674,400.00 61,139.140 7,092,140 054 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 119.0000 4,034,100.00 20,464.000 2,435,216 (OPEN GRADED FRICTION COURSE) 055 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0500 672,400.00 252,065.000 516,733 (PAVING MAT) 056 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 9,570.00 1,074.000 1,772 057 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 42,800.00 4,073.000 8,146 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6500 15,196.50 2,143.000 3,535 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6500 18,810.00 5,987.000 9,878 060 TACK COAT TON 1,000.0000 330,000.00 310.920 310,920 061 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 94,800.00 29,000.800 58,001 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7500 2,317,500.00 476,181.400 1,785,680 063 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 1,716,000.00 3,195.100 1,917,060 064 REMOVE CONCRETE PAVEMENT AND BASE CY 200.0000 572,000.00 3,195.100 639,020 065 GRIND EXISTING CONCRETE SQYD 4.6500 36,270.00 7,800.000 36,270 PAVEMENT 066 STRUCTURAL CONCRETE, HEADWALL CY 5,008.2100 20,032.84 0.000 0 (F) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,806.7711 22,065.73 9.680 56,209 (F) 068 BAR REINFORCING STEEL LB 6.0000 1,368.00 0.000 0 (F) 069 BRIDGE REMOVAL (PORTION), LOCATION A LS 8,000.0000 8,000.00 1.000 8,000 070 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,000.0000 8,000.00 1.000 8,000 071 BRIDGE REMOVAL (PORTION), LOCATION C LS 8,000.0000 8,000.00 1.000 8,000 072 BRIDGE REMOVAL (PORTION), LOCATION D LS 8,000.0000 8,000.00 1.000 8,000 073 18" ALTERNATIVE PIPE CULVERT LF 400.0000 988,000.00 2,047.000 818,800 074 24" ALTERNATIVE PIPE CULVERT LF 475.0000 95,000.00 0.000 0 075 30" ALTERNATIVE PIPE CULVERT LF 325.0000 104,000.00 0.000 0 076 18" CORRUGATED STEEL PIPE (.079" THICK) LF 304.6200 176,679.60 276.000 84,075 PROGRAM CAS145 PAGE 4 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" CORRUGATED STEEL PIPE (.079" THICK) LF 216.5600 21,656.00 90.000 19,490 078 21" X 15" CORRUGATED STEEL PIPE ARCH LF 494.7800 59,373.60 129.000 63,826 (.079" THICK) 079 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 700.0000 2,086,000.00 0.000 0 (F) 080 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 255.0000 520,200.00 1,499.000 382,245 (.079" THICK) 081 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.2900 171,642.10 251.000 87,922 (.079" THICK) 082 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 257.6300 8,244.16 34.000 8,759 (.079" THICK) 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 18" ALTERNATIVE FLARED END SECTION EA 1,362.4000 4,087.20 4.000 5,449 085 TRASH NET EA 8,000.0000 104,000.00 0.000 0 086 ABANDON CULVERT (LF) LF 10.0000 3,100.00 0.000 0 087 REMOVE CULVERT (LF) LF 12.0000 41,160.00 2,458.000 29,496 088 REMOVE DOWNDRAIN (EA) EA 650.0000 26,000.00 34.000 22,100 089 REMOVE HEADWALL EA 5,000.0000 5,000.00 1.000 5,000 090 REMOVE FLARED END SECTION (EA) EA 750.0000 3,000.00 4.000 3,000 091 ADJUST FRAME AND COVER TO GRADE EA 829.0200 11,606.28 14.000 11,606 092 15" ALTERNATIVE PIPELINER LF 263.0000 52,600.00 0.000 0 093 21" ALTERNATIVE PIPELINER LF 327.0000 32,700.00 0.000 0 094 24" ALTERNATIVE PIPELINER LF 240.0000 38,400.00 0.000 0 095 27" ALTERNATIVE PIPELINER LF 315.0000 44,100.00 0.000 0 096 30" ALTERNATIVE PIPELINER LF 341.0000 71,610.00 0.000 0 097 CLEANING, INSPECTING, AND PREPARING LF 18.0000 430,200.00 22,223.100 400,015 CULVERT (LF) 098 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 DETECTABLE WARNING SURFACE SQFT 59.6500 57,860.50 735.000 43,842 101 MINOR CONCRETE (MISCELLANEOUS CY 815.6600 42,414.32 53.000 43,229 CONSTRUCTION) 102 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,763.2400 370,280.40 167.000 294,461 CURB RAMP) 103 REMOVE CONCRETE CY 445.4000 142,528.00 259.000 115,358 (CURB, GUTTER, AND SIDEWALK) (CY) PROGRAM CAS145 PAGE 5 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 40,500.00 22.000 19,800 105 MISCELLANEOUS IRON AND STEEL LB 2.2900 8,473.00 7,747.000 17,740 (F) 106 ROCK STAIN SQFT 20.0000 2,000.00 0.000 0 107 REMOVE PAVEMENT MARKER EA 7.0000 81,200.00 10,591.000 74,137 108 DELINEATOR (CLASS 1) EA 40.4000 15,352.00 0.000 0 109 GUARD RAILING DELINEATOR EA 12.0000 19,680.00 153.000 1,836.00 642.000 7,704 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 32,725.00 500.000 1,375 111 LANE SEPARATION SYSTEM LF 100.0000 20,000.00 0.000 0 112 TREATMENT BEST MANAGEMENT EA 40.0000 840.00 0.000 0 PRACTICE MARKER 113 REMOVE ROADSIDE SIGN EA 100.0000 7,100.00 0.000 0 114 REMOVE ROADSIDE SIGN PANEL EA 50.0000 12,000.00 0.000 0 115 REMOVE LANE SEPARATION SYSTEM LF 5.0000 1,000.00 0.000 0 116 FURNISH LAMINATED PANEL SIGN SQFT 45.0000 14,400.00 0.000 0 (2 1/2"-TYPE B) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 39,435.00 0.000 0 (0.063"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 35,670.00 0.000 0 (0.080"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7500 19,635.00 0.000 0 (0.063"-FRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 57,030.00 0.000 0 (0.080"-FRAMED) 121 ROADSIDE SIGN - ONE POST EA 300.0000 39,000.00 0.000 0 122 ROADSIDE SIGN - TWO POST EA 450.0000 27,000.00 0.000 0 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 4,000.00 0.000 0 METHOD) 124 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 19,000.00 0.000 0 EXISTING POST 125 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.5000 955,800.00 4,162.500 122,793.75 18,331.000 540,764 126 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 32.0000 37,120.00 0.000 0 127 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 1,024,800.00 5,394.000 302,064 128 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 45.0000 17,550.00 0.000 0 129 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 60.0000 99,600.00 0.000 0 130 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 197,600.00 31.000 117,800 PROGRAM CAS145 PAGE 6 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 27,750.00 1.000 750.00 5.000 3,750 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 241,200.00 3.000 10,800.00 30.000 108,000 133 CONCRETE BARRIER (TYPE 60M) LF 525.0000 13,125.00 25.000 13,125 134 CONCRETE BARRIER MARKER EA 20.0000 23,000.00 0.000 0 135 CONCRETE BARRIER TRANSITION LF 1,390.0000 585,190.00 403.000 560,170 136 REMOVE GUARDRAIL LF 5.0000 163,500.00 4,100.000 20,500.00 17,712.500 88,562 137 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 2,150.00 0.000 0 138 THERMOPLASTIC PAVEMENT MARKING SQFT 4.9500 54,945.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 139 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 82,800.00 47,900.000 19,160 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 140 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 141 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 230,250.00 47,900.000 35,925 (ENHANCED WET NIGHT VISIBILITY) 143 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 28,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 144 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 23,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 145 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 19,440.00 44,024.000 8,804 146 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 13,750.00 4,547.000 10,003 147 6" RUMBLE STRIP STA 9.0000 1,737.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 148 12" RUMBLE STRIP STA 10.0000 16,400.00 290.000 2,900 (ASPHALT CONCRETE PAVEMENT) 149 6" TRAFFIC STRIPE PAINT WITH LF 0.7000 11,760.00 0.000 0 CONTRAST (BROKEN 18-12) 150 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 151 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 168,000.0000 168,000.00 0.440 73,920.00 0.440 73,920 152 MODIFYING RAMP METERING SYSTEMS LS 79,000.0000 79,000.00 0.370 29,230.00 0.370 29,230 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 DRILL AND BOND (DOWEL BAR) EA 58.0000 115,420.00 320.000 18,560 155 BRIDGE REMOVAL (PORTION), LOCATION E LS 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 7 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 BRIDGE REMOVAL (PORTION), LOCATION F LS 8,000.0000 8,000.00 1.000 8,000 157 BRIDGE REMOVAL (PORTION), LOCATION G LS 2,000.0000 2,000.00 1.000 2,000 158 BRIDGE REMOVAL (PORTION), LOCATION H LS 8,000.0000 8,000.00 1.000 8,000 159 12" ANCHOR ASSEMBLY EA 1,305.7900 56,148.97 65.000 84,876 160 18" ANCHOR ASSEMBLY EA 1,205.8500 9,646.80 14.000 16,881 161 MINOR CONCRETE (GUTTER) (LF) LF 461.2400 5,534.88 12.000 5,534 162 SALVAGE METAL BRIDGE RAILING LF 22.5300 2,703.60 120.000 2,703 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 CONCRETE BACKFILL (PIPE TRENCH) CY 650.0000 694,850.00 1,363.500 886,275 (F) PROGRAM CAS145 PAGE 8 DATE 12/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 05:48 PM ESTIMATE NO. 017 BID OPENING 04/13/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 12/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 516,644.41 25,173,714.89 ADJUSTMENT OF COMPENSATION 115,985.40 1,167,483.65 EXTRA WORK 255,038.52 1,226,940.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 887,668.33 27,568,139.12 165 MOBILIZATION LS 1,750,000.0000 1,750,000.00 1.000 1,750,000 ORIGINAL CONTRACT AMOUNT 41,043,031.44 TOTAL WORK COMPLETED 887,668.33 29,318,139.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -36,750.00 TOTAL 887,668.33 29,281,389.12 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 05/19/21 440 07/13/21 07/13/21 10/27/23 231 130 0 0 67% 53% PROGRESS IS SATISFACTORY NIKZAD, ALI RESIDENT ENGINEER