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 04/21/22 EST. NO. 009 TIME 01:10 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 --------------------------------------------------------------------------- 006 0006 8,113.54 E.W. @ F.A.(+) 011322 N 0054.0 008 0001 32,441.44 A.C. @ U.P.(+) 040822 N 0001 0 011 0001 3,663.78 E.W. @ F.A.(+) 013122 N 0047.0 0002 12,861.73 020122 N 0048.0 0003 20,804.95 011022 N 0053.0 0005 7,417.32 011822 N 0055.0 0006 8,520.94 011922 N 0056.0 0007 17,701.24 012022 N 0057.0 0008 5,476.88 020922 N 0058.0 0009 6,445.55 020222 N 0059.0 0010 6,914.93 020322 N 0060.0 0011 6,718.41 020422 N 0061.0 0012 5,521.46 022322 N 0063.0 0013 4,798.78 022522 N 0064.0 0014 8,501.73 011222 N 0045.0 014 0001 22,044.48 E.W. @ F.A.(+) 030722 N 0068.0 177,947.16 TOTAL THIS ESTIMATE 160,382.49 TOTAL PREVIOUS ESTIMATE 338,329.65 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 04/21/22 EST. NO. 009 TIME 01:10 PM R.E. NAME: NIKZAD, ALI 04-1J9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 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 0.050 125.00 0.350 875 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 880,000.00 70.000 140,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 1.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 1,600.00 28.000 5,600 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 0.050 93,000.00 0.290 539,400 008 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,000.00 63.000 1,575.00 224.000 5,600 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 165.8600 49,758.00 38.000 6,302.68 136.000 22,556 SYSTEM DAY 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 47,781.1800 47,781.18 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 113,058.8800 113,058.88 0.040 4,522.36 0.280 31,656 012 TEMPORARY RAILING (TYPE K) LF 23.0000 722,200.00 900.000 20,700.00 3,360.000 77,280 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 225,000.00 9.000 45,000.00 32.000 160,000 014 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 0.050 2,500.00 0.350 17,500 016 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 7.000 3,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 3,000.00 2.000 200.00 9.000 900 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 TEMPORARY COVER SQYD 3.0000 48,000.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 32,000.00 8.000 1,600.00 194.000 38,800 022 TEMPORARY FIBER ROLL LF 6.0000 199,200.00 425.000 2,550 PROGRAM CAS145 PAGE 2 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,275.000 26,200 024 STREET SWEEPING LS 10,000.0000 10,000.00 0.160 1,600 025 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.100 250.00 0.600 1,500 026 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 50,982.000 16,314 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4400 171,160.00 35,600.000 15,664.00 35,600.000 15,664 032 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 033 REMOVE CONCRETE (SQYD) SQYD 26.0000 42,640.00 3.700 96 034 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.050 2,500.00 0.350 17,500 035 ROADWAY EXCAVATION CY 129.0000 16,770.00 0.000 0 036 SOIL DENSIFICATION LB 4.1600 347,360.00 0.000 0 (HIGH DENSITY POLYURETHANE) 037 COMPACTION GROUTING CF 25.5000 1,705,950.00 912.920 23,279.46 28,953.210 738,306 038 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 0.000 0 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 52,690.00 0.000 0 042 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 2.0500 29,725.00 0.000 0 043 HYDROMULCH SQFT 0.0400 10,840.00 0.000 0 044 FIBER ROLLS LF 2.9000 67,860.00 0.000 0 045 HYDROSEED SQFT 0.1400 15,442.00 0.000 0 046 COMPOST (CY) CY 65.0000 11,050.00 0.000 0 047 CLASS 2 AGGREGATE BASE (CY) CY 923.8500 157,054.50 0.000 0 048 BASE BOND BREAKER SQYD 8.5000 66,300.00 6,038.100 51,323.85 6,038.100 51,323 049 ASPHALTIC EMULSION (FOG SEAL COAT) TON 5,000.0000 35,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 486,000.00 480.000 432,000 052 HOT MIX ASPHALT (TYPE A) TON 150.0000 240,000.00 0.000 0 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 116.0000 9,674,400.00 16,124.240 1,870,411 054 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 119.0000 4,034,100.00 0.000 0 (OPEN GRADED FRICTION COURSE) 055 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0500 672,400.00 110,400.000 226,320 (PAVING MAT) 056 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 9,570.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 42,800.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6500 15,196.50 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6500 18,810.00 0.000 0 060 TACK COAT TON 1,000.0000 330,000.00 72.380 72,380 061 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 94,800.00 2,348.000 4,696.00 2,863.000 5,726 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.7500 2,317,500.00 141,789.000 531,708 063 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 1,716,000.00 2,323.690 1,394,214.00 2,323.690 1,394,214 064 REMOVE CONCRETE PAVEMENT AND BASE CY 200.0000 572,000.00 2,323.690 464,738.00 2,323.690 464,738 065 GRIND EXISTING CONCRETE SQYD 4.6500 36,270.00 0.000 0 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 5.700 33,098 (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 0.000 0 070 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,000.0000 8,000.00 0.000 0 071 BRIDGE REMOVAL (PORTION), LOCATION C LS 8,000.0000 8,000.00 0.000 0 072 BRIDGE REMOVAL (PORTION), LOCATION D LS 8,000.0000 8,000.00 0.000 0 073 18" ALTERNATIVE PIPE CULVERT LF 400.0000 988,000.00 1,026.500 410,600 074 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 99.000 48,983 (.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 520,200.00 185.000 47,175.00 397.000 101,235 (.079" THICK) 081 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 350.2900 171,642.10 126.000 44,136 (.079" THICK) 082 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 257.6300 8,244.16 0.000 0 (.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 0.000 0 085 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 66.000 792.00 1,548.000 18,576 088 REMOVE DOWNDRAIN (EA) EA 650.0000 26,000.00 1.000 650.00 15.000 9,750 089 REMOVE HEADWALL EA 5,000.0000 5,000.00 0.000 0 090 REMOVE FLARED END SECTION (EA) EA 750.0000 3,000.00 2.000 1,500.00 2.000 1,500 091 ADJUST FRAME AND COVER TO GRADE EA 829.0200 11,606.28 0.000 0 092 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 6,319.600 113,752.80 17,852.300 321,341 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 0.000 0 101 MINOR CONCRETE (MISCELLANEOUS CY 815.6600 42,414.32 0.000 0 CONSTRUCTION) 102 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,763.2400 370,280.40 0.000 0 CURB RAMP) 103 REMOVE CONCRETE CY 445.4000 142,528.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) PROGRAM CAS145 PAGE 5 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,747.000 10,870 (F) 106 ROCK STAIN SQFT 20.0000 2,000.00 0.000 0 107 REMOVE PAVEMENT MARKER EA 7.0000 81,200.00 6,960.000 48,720 108 DELINEATOR (CLASS 1) EA 40.4000 15,352.00 0.000 0 109 GUARD RAILING DELINEATOR EA 12.0000 19,680.00 94.000 1,128.00 94.000 1,128 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 32,725.00 0.000 0 111 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 4,731.000 139,564.50 4,731.000 139,564 126 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 0.000 0 128 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 16.000 60,800.00 16.000 60,800 PROGRAM CAS145 PAGE 6 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 750 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 241,200.00 11.000 39,600.00 11.000 39,600 133 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 585,190.00 262.000 364,180.00 392.000 544,880 136 REMOVE GUARDRAIL LF 5.0000 163,500.00 5,225.000 26,125.00 5,225.000 26,125 137 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 0.000 0 (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 0.000 0 (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 28,000.000 5,600 146 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 13,750.00 847.000 1,863 147 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 0.000 0 (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 0.000 0 152 MODIFYING RAMP METERING SYSTEMS LS 79,000.0000 79,000.00 0.000 0 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 DRILL AND BOND (DOWEL BAR) EA 58.0000 115,420.00 208.000 12,064.00 208.000 12,064 155 BRIDGE REMOVAL (PORTION), LOCATION E LS 1,000.0000 1,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 157 BRIDGE REMOVAL (PORTION), LOCATION G LS 2,000.0000 2,000.00 0.000 0 158 BRIDGE REMOVAL (PORTION), LOCATION H LS 8,000.0000 8,000.00 0.000 0 159 12" ANCHOR ASSEMBLY EA 1,305.7900 56,148.97 23.000 30,033 160 18" ANCHOR ASSEMBLY EA 1,205.8500 9,646.80 1.000 1,205 161 MINOR CONCRETE (GUTTER) (LF) LF 461.2400 5,534.88 0.000 0 162 SALVAGE METAL BRIDGE RAILING LF 22.5300 2,703.60 0.000 0 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 CONCRETE BACKFILL (PIPE TRENCH) CY 650.0000 694,850.00 725.000 471,250 (F) PROGRAM CAS145 PAGE 8 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J9704 TIME 01:10 PM ESTIMATE NO. 009 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 04/20/22 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,941,271.65 9,468,378.30 ADJUSTMENT OF COMPENSATION 32,441.44 32,441.44 EXTRA WORK 145,505.72 305,888.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,119,218.81 9,806,707.95 165 MOBILIZATION LS 1,750,000.0000 1,750,000.00 0.200 350,000.00 0.950 1,662,500 ORIGINAL CONTRACT AMOUNT 41,043,031.44 TOTAL WORK COMPLETED 3,469,218.81 11,469,207.95 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,469,218.81 11,469,207.95 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 10/03/23 81 113 4 0 28% 18% PROGRESS IS SATISFACTORY NIKZAD, ALI RESIDENT ENGINEER