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 09/19/23 EST. NO. 007 TIME 12:11 PM R.E. NAME: ART PANNU (ACTING) 05-0C7324 --------------------------------------------------------------------------- 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 09/19/23 EST. NO. 007 TIME 12:11 PM R.E. NAME: ART PANNU (ACTING) 05-0C7324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILE DEDUCT -7,000.00 006 0.00 -7,000.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -8,000.00 006 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 LOCATION PROGRESS ESTIMATE 05-SCR-1-13.6/14.9 ----------------- GRANITE CONSTRUCTION COMPANY 41ST AVENUE TO SOQUEL AVENUE 580 WEST BEACH STREET; AUXILIARY LANES (NEAR THE CITY OF WATSONVILLE CA 95076 SANTA CRUZ AND CAPITOLA, FROM 41ST AVENUE TO SOQUEL AVENUE. FED. AID NO. ACNH-P001(675)E CONSTRUCT AUXILIARY LANES AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 0.800 3,360 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.250 625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 966,000.00 22.000 50,600.00 116.000 266,800 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 1.000 6,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 7.000 1,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 44,500.0000 44,500.00 0.006 267.00 0.528 23,496 007 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.052 44,200.00 0.276 234,600 008 TRAFFIC CONTROL SUPERVISOR DAY 1,200.0000 72,000.00 5.000 6,000 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,050.0000 5,250.00 0.000 0 010 TYPE III BARRICADE EA 75.0000 525.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 9,750.00 119.000 7,735 012 PORTABLE RADAR SPEED FEEDBACK SIGN EA 5,200.0000 10,400.00 1.800 9,360 SYSTEM DAY 013 TEMPORARY PAVEMENT MARKER EA 4.0000 5,480.00 250.000 1,000 014 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 015 TEMPORARY AUTOMATED END OF QUEUE EA 300.0000 132,000.00 0.000 0 WARNING SYSTEM (TYPE 1) DAY 016 END OF QUEUE MONITORING AND EA 1,050.0000 68,250.00 14.000 14,700 WARNING WITH TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 017 TEMPORARY RAILING (TYPE K) LF 15.0000 453,000.00 100.000 1,500.00 15,650.000 234,750 018 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 56.000 11,200 019 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,500.0000 81,000.00 2.500 11,250.00 13.500 60,750 020 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.052 2,600.00 0.276 13,800 021 PREPARE STORM WATER POLLUTION PREVENTION LS 5,500.0000 5,500.00 0.500 2,750 PLAN PROGRAM CAS145 PAGE 2 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 RAIN EVENT ACTION PLAN EA 500.0000 21,000.00 1.000 500 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 4,950.00 3.000 450 024 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 025 MOVE-IN/MOVE-OUT EA 495.0000 3,960.00 0.000 0 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 1.5800 5,277.20 0.000 0 (BONDED FIBER MATRIX) 027 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,290.9200 50,327.36 3.000 18,872 030 STREET SWEEPING LS 239,360.0000 239,360.00 0.052 12,446.72 0.276 66,063 031 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.250 3,750 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 2,020.00 0.000 0 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.3500 37,450.00 0.000 0 034 CONTRACTOR-SUPPLIED PALEONTOLOGICAL LS 25,000.0000 25,000.00 0.100 2,500.00 0.400 10,000 MITIGATION TEAM 035 TEMPORARY HIGH-VISIBILITY FENCE LF 3.9800 4,537.20 1,115.000 4,437 036 CLEARING AND GRUBBING (LS) LS 400,000.0000 400,000.00 0.850 340,000 037 ROADWAY EXCAVATION CY 40.0000 768,000.00 374.000 14,960.00 500.000 20,000 038 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 78,000.00 407.000 122,100 (AERIALLY DEPOSITED LEAD) 039 TRENCH EXCAVATION CY 70.0000 2,800.00 0.000 0 040 ROADWAY EXCAVATION (TYPE R-1) CY 75.0000 1,147,500.00 415.700 31,177.50 1,000.000 75,000 (AERIALLY DEPOSITED LEAD) 041 STRUCTURE EXCAVATION (BRIDGE) CY 175.0000 21,175.00 121.000 21,175 (F) 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 56.0000 89,488.00 1,598.000 89,488 (F) 043 STRUCTURE EXCAVATION (SOUND WALL) CY 50.0000 17,650.00 353.000 17,650 (F) 044 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 32.0000 5,632.00 176.000 5,632 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 230.0000 21,390.00 0.000 0 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 130.0000 399,750.00 1,668.000 216,840.00 1,668.000 216,840 (F) 047 STRUCTURE BACKFILL (SOUND WALL) CY 40.0000 8,080.00 0.000 0 (F) 048 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 80.0000 15,920.00 59.700 4,776.00 199.000 15,920 (F) PROGRAM CAS145 PAGE 3 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 55,650.00 159.000 55,650 (F) 050 LEAN CONCRETE BACKFILL CY 350.0000 11,200.00 32.000 11,200 (F) 051 DITCH EXCAVATION CY 60.0000 2,340.00 0.000 0 052 SETTLEMENT PLATFORM EA 200.0000 2,200.00 3.000 600 053 ROADSIDE CLEARING LS 55,000.0000 55,000.00 0.000 0 054 SOIL AMENDMENT CY 70.0000 11,900.00 0.000 0 055 RELOCATE WATER METER EA 5,000.0000 10,000.00 2.000 10,000 056 SLOW-RELEASE FERTILIZER LB 2.0000 360.00 0.000 0 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 PLANT (GROUP A) EA 23.0000 22,080.00 0.000 0 059 PLANT (GROUP B) EA 45.0000 27,000.00 0.000 0 060 PLANT (GROUP U) EA 250.0000 35,000.00 0.000 0 061 PLANT ESTABLISHMENT WORK LS 150,000.0000 150,000.00 0.000 0 062 WOOD MULCH CY 85.0000 225,250.00 0.000 0 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 IRRIGATION FACILITY MARKER EA 165.0000 2,310.00 0.000 0 066 CONTROL AND NEUTRAL CONDUCTORS LS 150,000.0000 150,000.00 0.000 0 067 1" REMOTE CONTROL VALVE EA 550.0000 14,300.00 0.000 0 068 1 1/2" REMOTE CONTROL VALVE EA 650.0000 8,450.00 0.000 0 069 1 1/2" WYE STRAINER ASSEMBLY EA 350.0000 4,550.00 0.000 0 070 40-48 STATION IRRIGATION EA 25,000.0000 25,000.00 0.000 0 CONTROLLER (WALL MOUNTED) 071 1 1/2" COPPER PIPE (SUPPLY LINE) LF 135.0000 8,775.00 0.000 0 072 2 1/2" WATER SUPPLY LINE LF 85.0000 39,780.00 0.000 0 (F) (RETAINING WALL) 073 IRRIGATION CONTROLLER ENCLOSURE EA 3,000.0000 3,000.00 0.000 0 CABINET 074 2" BACKFLOW PREVENTER ASSEMBLY EA 8,000.0000 8,000.00 0.000 0 075 FLOW SENSOR EA 2,500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 COMBINATION AIR RELEASE VALVE ASSEMBLY EA 1,200.0000 9,600.00 0.000 0 077 RISER SPRINKLER ASSEMBLY EA 42.0000 83,580.00 0.000 0 078 2" GATE VALVE EA 800.0000 7,200.00 0.000 0 079 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5000 80,619.50 0.000 0 (F) LINE) 080 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 54,022.50 0.000 0 (F) LINE) 081 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 19,440.00 0.000 0 (SUPPLY LINE) 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 BALL VALVE EA 400.0000 5,200.00 0.000 0 084 8" CORRUGATED HIGH DENSITY LF 225.0000 40,500.00 0.000 0 POLYETHYLENE PIPE CONDUIT 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 1,700.00 0.000 0 086 FIBER ROLLS LF 3.6500 44,895.00 0.000 0 087 HYDROSEED SQFT 0.4000 12,000.00 0.000 0 088 COMPOST (CY) CY 94.0000 15,980.00 0.000 0 089 INCORPORATE MATERIALS SQFT 0.0600 822.00 0.000 0 090 CLASS 2 AGGREGATE SUBBASE CY 65.0000 845,000.00 0.000 0 091 CLASS 2 AGGREGATE BASE (CY) CY 78.0000 1,084,200.00 288.900 22,534 092 HOT MIX ASPHALT (TYPE A) TON 175.0000 2,205,000.00 214.020 37,453 093 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 185.0000 1,113,700.00 0.000 0 094 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.7000 3,618.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7000 864.00 0.000 0 096 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.7000 10,665.00 0.000 0 097 PLACE HOT MIX ASPHALT SQYD 600.0000 1,800.00 0.000 0 (MISCELLANEOUS AREA) 098 TACK COAT TON 1,780.0000 49,840.00 0.000 0 099 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 36,600.00 0.000 0 100 STEEL SOLDIER PILE (W 12 X 72) LF 225.0000 102,375.00 460.100 103,522 101 STEEL SOLDIER PILE (W 14 X 257) LF 420.0000 415,800.00 996.220 418,412 102 24" DRILLED HOLE LF 150.0000 67,650.00 440.120 66,018 PROGRAM CAS145 PAGE 5 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 30" DRILLED HOLE LF 150.0000 114,450.00 745.810 111,871 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 160.0000 55,040.00 344.000 55,040 106 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,500.0000 345,000.00 37.500 56,250.00 220.000 330,000 107 16" CAST-IN-DRILLED-HOLE CONCRETE LF 103.1500 52,606.50 594.750 61,348 PILING (SOUND WALL) 108 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,400.0000 182,000.00 0.000 0 PILE (SIGN FOUNDATION) 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,500.0000 45,000.00 30.000 45,000 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 4,025.0000 1,622,075.00 24.000 96,600.00 53.000 213,325 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 921.0000 261,564.00 0.000 0 (F) (POLYMER FIBER) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 1,110,400.00 816.000 652,800.00 973.000 778,400 (F) 113 STRUCTURAL CONCRETE, SOUND WALL CY 988.0000 40,508.00 41.000 40,508 (F) 114 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,072.0000 255,136.00 0.000 0 (F) 115 STRUCTURE CONCRETE, JUNCTION CY 10,000.0000 50,000.00 5.000 50,000 (F) STRUCTURE 116 STRUCTURAL CONCRETE, BOX CULVERT CY 3,500.0000 73,500.00 21.000 73,500 (F) 117 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 297,500.00 0.000 0 (F) 118 PRECAST CONCRETE PANEL SQFT 70.0000 277,340.00 396.200 27,734.00 3,962.000 277,340 (F) 119 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 1,220.0000 39,040.00 0.000 0 120 BAR REINFORCING STEEL (BRIDGE) LB 1.4700 555,808.47 12,097.000 17,782.59 81,270.000 119,466 (F) 121 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6700 231,790.99 52,216.000 87,200.72 99,340.000 165,897 (F) 122 BAR REINFORCING STEEL (SOUND WALL) LB 4.5700 16,909.00 3,700.000 16,909 (F) 123 BAR REINFORCING STEEL (BOX CULVERT) LB 17.8700 8,881.39 497.000 8,881 (F) 124 BAR REINFORCING STEEL LB 7.0800 2,407.20 340.000 2,407 (F) (JUNCTION STRUCTURE) 125 FURNISH SIGN STRUCTURE (TRUSS) LB 6.1000 398,537.40 0.000 0 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 26,133.60 0.000 0 (F) 127 REMOVE SIGN STRUCTURE (EA) EA 4,889.3500 19,557.40 4.000 19,557 128 PEDESTRIAN BARRICADE EA 3,500.0000 3,500.00 0.000 0 129 SOUND WALL (MASONRY BLOCK) SQFT 45.0000 162,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CLEAN AND PAINT STEEL SOLDIER PILING LS 42,000.0000 42,000.00 0.350 14,700.00 0.850 35,700 131 12" ALTERNATIVE PIPE CULVERT LF 105.0000 17,850.00 0.000 0 132 18" ALTERNATIVE PIPE CULVERT LF 125.0000 43,750.00 0.000 0 133 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 212,000.00 0.000 0 (F) 134 12" REINFORCED CONCRETE PIPE LF 98.0000 49,980.00 0.000 0 135 18" REINFORCED CONCRETE PIPE LF 102.0000 165,240.00 0.000 0 136 24" REINFORCED CONCRETE PIPE LF 105.0000 202,650.00 384.000 40,320.00 464.000 48,720 137 30" REINFORCED CONCRETE PIPE LF 133.0000 39,900.00 344.000 45,752 138 36" REINFORCED CONCRETE PIPE LF 160.0000 1,920.00 0.000 0 139 48" REINFORCED CONCRETE PIPE LF 235.0000 8,460.00 0.000 0 140 36" CORRUGATED STEEL PIPE INLET LF 33.0000 99.00 0.000 0 (.168" THICK) 141 18" ALTERNATIVE FLARED END SECTION EA 1,425.0000 1,425.00 0.000 0 142 36" ALTERNATIVE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0 143 36" PRECAST CONCRETE PIPE MANHOLE LF 308.0000 3,696.00 0.000 0 144 ABANDON CULVERT (LF) LF 35.0000 15,050.00 0.000 0 145 REMOVE CULVERT (LF) LF 75.0000 5,250.00 0.000 0 146 REMOVE INLET EA 1,600.0000 24,000.00 0.000 0 147 REMOVE HEADWALL EA 2,000.0000 10,000.00 4.000 8,000 148 ADJUST INLET EA 5,800.0000 29,000.00 0.000 0 149 MODIFY INLET GRATE EA 3,200.0000 6,400.00 0.000 0 150 REMOVE CONCRETE (CHANNEL) CY 173.0000 2,941.00 54.000 9,342 151 SAND BACKFILL CY 120.0000 19,200.00 0.000 0 152 ROCK SLOPE PROTECTION CY 525.0000 2,100.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 153 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0000 64.00 0.000 0 154 DETECTABLE WARNING SURFACE SQFT 42.0000 4,200.00 0.000 0 155 MINOR CONCRETE (CURB AND GUTTER) CY 530.0000 20,670.00 0.000 0 156 MINOR CONCRETE (DRIVEWAY) CY 1,350.0000 5,400.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 MINOR CONCRETE (STAMPED CONCRETE) SQFT 17.0000 144,840.00 0.000 0 158 MINOR CONCRETE (SIDEWALK) CY 578.0000 54,332.00 0.000 0 159 MINOR CONCRETE (SAND BLAST) CY 2,500.0000 15,000.00 0.000 0 160 MINOR CONCRETE (CURB RAMP) CY 875.0000 6,125.00 0.000 0 161 REMOVE CONCRETE CURB (LF) LF 44.0000 19,800.00 0.000 0 162 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 1,650.0000 19,800.00 4.000 6,600 163 REMOVE CONCRETE (CURB AND GUTTER) LF 52.0000 26,000.00 0.000 0 164 MISCELLANEOUS IRON AND STEEL LB 2.5000 45,460.00 0.000 0 (F) 165 ISOLATION CASING LB 15.0000 37,635.00 2,509.000 37,635 (F) 166 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 11,736.00 0.000 0 (F) 167 RELOCATE FIRE HYDRANT EA 5,400.0000 5,400.00 1.000 5,400 168 RELOCATE BACKFLOW DEVICES EA 6,300.0000 18,900.00 3.000 18,900 169 RELOCATE FIRE SERVICE DCDA EA 7,800.0000 7,800.00 1.000 7,800 170 INSTALL WATER METER BOX EA 2,600.0000 7,800.00 0.000 0 171 LIGHTING (COUNTY STREET) LS 390,000.0000 390,000.00 0.000 0 172 PREPARE AND PAINT CONCRETE SQFT 60.0000 1,680.00 0.000 0 173 STAIN GALVANIZED SURFACES (EA) EA 66.5000 11,970.00 0.000 0 174 RELOCATE MAILBOX EA 500.0000 1,500.00 0.000 0 175 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 50.0000 20,000.00 0.000 0 176 4' CHAIN LINK GATE (TYPE CL-6, EA 2,500.0000 5,000.00 0.000 0 VINYL-CLAD) 177 REMOVE CHAIN LINK FENCE LF 10.0000 7,700.00 92.000 920 178 REMOVE PAVEMENT MARKER EA 1.0000 2,640.00 250.000 250 179 DELINEATOR (CLASS 1) EA 60.0000 7,200.00 0.000 0 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 11,240.00 0.000 0 181 TREATMENT BEST MANAGEMENT EA 60.0000 360.00 0.000 0 PRACTICE MARKER 182 OBJECT MARKER (TYPE P) EA 75.0000 1,050.00 0.000 0 183 REMOVE ROADSIDE SIGN (WOOD POST) EA 300.0000 5,700.00 18.000 5,400 PROGRAM CAS145 PAGE 8 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 REMOVE ROADSIDE SIGN EA 250.0000 2,000.00 8.000 2,000 (STRAP AND SADDLE BRACKET METHOD) 185 REMOVE SIGN FROM SIGN FRAME EA 1,300.0000 1,300.00 0.000 0 186 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 23.0000 17,480.00 0.000 0 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.8500 12,154.50 0.000 0 (0.063"-UNFRAMED) 188 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.8000 3,382.00 0.000 0 (0.080"-UNFRAMED) 189 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.5000 20,770.00 0.000 0 (0.063"-FRAMED) 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.2500 6,267.50 0.000 0 (0.080"-FRAMED) 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 192 PEDESTRIAN BARRICADE MOUNTED SIGN EA 300.0000 300.00 0.000 0 193 ROADSIDE SIGN - ONE POST EA 730.0000 29,200.00 0.000 0 194 ROADSIDE SIGN - TWO POST EA 1,460.0000 32,120.00 0.000 0 195 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 2,700.00 0.000 0 METHOD) 196 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.5000 1,275.00 0.000 0 197 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 34,800.00 0.000 0 198 PEDESTRIAN RAILING (TYPE A) LF 290.0000 75,110.00 0.000 0 199 PEDESTRIAN RAILING (TYPE B) LF 543.0000 1,044,732.00 0.000 0 (F) 200 WHALE CUTOUTS LS 120,000.0000 120,000.00 0.000 0 201 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 17,200.00 0.000 0 202 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 4,500.00 0.000 0 203 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,300.0000 25,800.00 0.000 0 204 CONCRETE BARRIER (TYPE 60M) LF 130.8200 225,010.40 0.000 0 205 CONCRETE BARRIER (TYPE 60MC) LF 148.9500 781,987.50 0.000 0 206 CONCRETE BARRIER (TYPE 60MD) LF 254.1900 30,502.80 0.000 0 207 CONCRETE BARRIER (TYPE 60MGF) LF 548.0200 60,282.20 0.000 0 208 CONCRETE BARRIER (TYPE 60MSC MOD 3) LF 600.0000 41,400.00 0.000 0 209 CONCRETE BARRIER (TYPE 60SD) LF 1,507.6300 33,167.86 0.000 0 210 CONCRETE BARRIER (TYPE 836A) LF 181.0000 142,990.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 186.0000 86,676.00 0.000 0 (F) 212 REMOVE GUARDRAIL LF 8.0000 4,880.00 624.000 4,992 213 REMOVE DOUBLE METAL BEAM BARRIER LF 5.5000 34,485.00 250.000 1,375 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 360.00 0.000 0 215 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 25,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 216 THERMOPLASTIC CROSSWALK AND SQFT 10.0000 5,000.00 0.000 0 PAVEMENT MARKING 217 PAINT TRAFFIC STRIPE (1-COAT) LF 1.0000 90,500.00 27,371.000 27,371 218 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 64,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 219 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 3,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 220 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 28,490.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 221 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 94,700.00 0.000 0 222 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 62,700.00 26,801.000 40,201 223 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 135.00 570.000 1,710 224 12" RUMBLE STRIP STA 242.9300 34,010.20 0.000 0 (ASPHALT CONCRETE PAVEMENT) 225 METHYL METHACRYLATE PAINT RED LF 15.0000 3,450.00 0.000 0 COLORED PAVEMENT ON CURB 226 METHYL METHACRYLATE PAINT 12' RED SQFT 12.0000 190,800.00 0.000 0 COLORED PAVEMENT MARKING 227 METHYL METHACRYLATE PAINT GREEN SQFT 12.0000 13,800.00 0.000 0 COLORED PAVEMENT MARKING 228 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 564.00 0.000 0 (BROKEN 17-7) 229 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 92,400.00 0.000 0 (BROKEN 36-12) 230 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 6.0000 1,440.00 0.000 0 (BROKEN 8-4) 231 8" TRAFFIC STRIPE TAPE (WARRANTY LF 6.0000 50,880.00 0.000 0 (BROKEN 12-3) 232 RAPID FLASHING BEACON SYSTEM EA 12,000.0000 24,000.00 0.000 0 233 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 118,000.0000 118,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 234 ELECTRIC SERVICE FOR IRRIGATION LS 65,000.0000 65,000.00 0.000 0 235 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 236 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 237 MODIFYING LIGHTING SYSTEMS LS 299,727.0000 299,727.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 MODIFYING TRAFFIC MONITORING STATIONS LS 155,000.0000 155,000.00 0.000 0 239 MODIFYING CHANGEABLE MESSAGE LS 44,880.0000 44,880.00 0.000 0 SIGN SYSTEMS 240 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 241 IRRIGATION WATER SERVICE CHARGES LS 10,000.0000 10,000.00 0.000 0 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 32,000.0000 32,000.00 0.052 1,664.00 0.276 8,832 244 2 1/2" PLASTIC PIPE (CLASS 315) LF 12.5000 75,625.00 0.000 0 (SUPPLY LINE) 245 2" REMOTE CONTROL VALVE EA 1,000.0000 1,000.00 0.000 0 246 78" PERMANENT STEEL CASING LF 695.0000 52,125.00 13.000 9,035.00 75.000 52,125 247 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,700.0000 127,500.00 13.000 22,100.00 62.500 106,250 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 TEMPORARY DRAINAGE INLET PROTECTION EA 147.8900 9,760.74 46.000 6,802 250 TEMPORARY FIBER ROLL LF 9.4800 11,186.40 300.000 2,844.00 1,340.000 12,703 251 WATER METER CHARGES LS 64,757.0000 64,757.00 0.926 59,964 PROGRAM CAS145 PAGE 11 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C7324 TIME 12:11 PM ESTIMATE NO. 007 BID OPENING 08/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: ART PANNU (ACTING) DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,422,147.53 5,577,794.69 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,422,147.53 5,577,794.69 252 MOBILIZATION LS 2,800,000.0000 2,800,000.00 0.200 560,000.00 0.950 2,660,000 ORIGINAL CONTRACT AMOUNT 28,994,748.81 TOTAL WORK COMPLETED 1,982,147.53 8,237,794.69 MATERIALS ON HAND ON SITE 168,715.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 1,982,147.53 8,391,509.69 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 11/16/22 1170 02/06/23 02/06/23 12/12/24 116 59 0 0 28% 10% PROGRESS IS SATISFACTORY ART PANNU (ACTING) RESIDENT ENGINEER