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 11/27/24 EST. NO. 009 TIME 08:40 AM R.E. NAME: ALEXANDER, NATHAN 02-4H0504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0016 2,572.53 E.W. @ F.A.(+) 080824 N 0024.0 0017 1,968.36 090524 N 0025.0 0018 2,927.44 090624 N 0026.0 7,468.33 TOTAL THIS ESTIMATE 34,564.76 TOTAL PREVIOUS ESTIMATE 42,033.09 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 11/27/24 EST. NO. 009 TIME 08:40 AM R.E. NAME: ALEXANDER, NATHAN 02-4H0504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 5/24 -10,000.00 003 DEDUCT LTTR 7/24 -10,000.00 005 DEDUCT LTTR 8/24 -10,000.00 006 DEDUCT LTTR 9/24 -10,000.00 007 DEDUCT LTTR 10/24 -10,000.00 008 RTN DEDUCT LTR 5/24 10,000.00 008 RTN DEDUCT LTR 7/24 10,000.00 008 RTN DEDUCT LTR 8/24 10,000.00 008 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-273-18.5/18.7 ----------------------- 02-SHA-299-24.1/30.3 TULLIS, INC. SHASTA COUNTY IN AND NEAR REDDING ON ROUTE 16951 CLEAR CREEK ROAD 273 FROM 0.5 MILE NORTH OF SULPHUR CREEK REDDING CA 96001 BRIDGE TO 0.2 MILE SOUTH OF TWIN VIEW BOULEVARD AND ON ROUTE 299 FROM 0.2 MILE FED. AID NO. ACNH-X089(124)E PLACE RHMA, HMA, MINOR CONCRETE, AND REPLA ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.860 2,150 003 TIME-RELATED OVERHEAD (LS) LS 550,000.0000 550,000.00 0.860 473,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 12,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.860 8,600 007 CONSTRUCTION AREA SIGNS LS 29,650.0000 29,650.00 0.860 25,499 008 TRAFFIC CONTROL SYSTEM LS 1,349,000.0000 1,349,000.00 0.860 1,160,140 009 STATIONARY IMPACT ATTENUATOR VEHICLE LS 20,000.0000 20,000.00 0.860 17,200 (LS) 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.0000 5,280.00 1,389.000 4,167 011 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 85.0000 2,125.00 25.000 2,125.00 25.000 2,125 PLACE) 012 PLASTIC TRAFFIC DRUMS EA 50.0000 950.00 19.000 950 013 PORTABLE RADAR SPEED FEEDBACK SIGN LS 25,000.0000 25,000.00 0.860 21,500 SYSTEMS (LS) 014 TEMPORARY BARRIER SYSTEM LF 28.0000 14,560.00 540.000 15,120 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 0.860 4,300 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 0.860 30,100 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 3,000.0000 3,000.00 1.000 3,000 018 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 0.860 6,450 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 0.000 0 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 5,700.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 400.0000 2,400.00 0.000 0 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.5500 23,250.00 0.000 0 MATRIX) 025 TEMPORARY COVER SQYD 1.5000 6,000.00 1,000.000 1,500 026 TEMPORARY CHECK DAM LF 15.0000 3,000.00 75.000 1,125 027 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 4,500.00 15.000 2,250 028 TEMPORARY FIBER ROLL LF 6.5000 13,000.00 750.000 4,875 029 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 3,000.00 1.000 1,500 030 STREET SWEEPING LS 40,000.0000 40,000.00 0.860 34,400 031 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.860 6,450 032 TREATED WOOD WASTE LB 0.3600 15,228.00 11,747.000 4,228.92 43,267.000 15,576 033 CLEARING AND GRUBBING (LS) LS 42,315.0000 42,315.00 1.000 42,315 034 ROADWAY EXCAVATION CY 85.0000 545,700.00 4,960.980 421,683 035 SHOULDER BACKING TON 60.0000 372,000.00 1,051.740 63,104.40 6,272.970 376,378 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 70.0000 91,000.00 1,005.200 70,364 (F) 037 STRUCTURE BACKFILL (RETAINING WALL) CY 125.0000 138,750.00 826.400 103,300 (F) 038 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS SQYD 5.0000 8,050.00 1,605.700 8,028 B1 039 ROADSIDE CLEARING LS 6,000.0000 6,000.00 1.000 6,000 040 PRUNE EXISTING TREE ROOTS LS 1,000.0000 1,000.00 1.000 1,000 041 ROCK BLANKET SQFT 25.0000 175,750.00 3,554.440 88,861 042 CULTIVATION SQYD 6.0000 2,820.00 0.000 0 043 SOIL AMENDMENT CY 111.0000 2,997.00 0.000 0 044 ORGANIC FERTILIZER LB 2.0000 76.00 37.900 75 045 SLOW-RELEASE FERTILIZER LB 8.0000 32.00 3.800 30 046 PLANT (GROUP A) EA 60.0000 10,800.00 180.000 10,800 047 PLANT (GROUP U) EA 660.0000 7,260.00 11.000 7,260 048 SOD SQYD 35.0000 3,850.00 0.000 0 049 NATIVE GRASS SOD SQFT 5.5000 17,820.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT ESTABLISHMENT WORK LS 59,410.0000 59,410.00 0.000 0 051 WOOD MULCH CY 134.0000 4,824.00 30.000 4,020 052 CHECK AND TEST EXISTING IRRIGATION LS 2,000.0000 2,000.00 1.000 2,000 FACILITIES 053 REMOVE IRRIGATION FACILITY LS 41,500.0000 41,500.00 1.000 41,500 054 CONTROL AND NEUTRAL CONDUCTORS LS 17,078.0000 17,078.00 1.000 17,078 055 1" REMOTE CONTROL VALVE EA 1,800.0000 1,800.00 1.000 1,800 056 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 178.0000 5,340.00 30.000 5,340 057 POP-UP SPRINKLER ASSEMBLY EA 124.0000 7,068.00 57.000 7,068 058 2" GATE VALVE EA 2,480.0000 2,480.00 1.000 2,480 059 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 29.0000 4,350.00 150.000 4,350 (F) LINE) 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 31.0000 26,660.00 855.000 26,505 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 36.0000 6,840.00 185.000 6,660 (F) (SUPPLY LINE) 062 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 43.5000 35,670.00 815.000 35,452 (F) LINE) 063 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 59.0000 16,520.00 275.000 16,225 (F) LINE) 064 BALL VALVE EA 2,500.0000 2,500.00 1.000 2,500 065 PVC PIPE CONDUIT (SLEEVE) LF 77.0000 10,780.00 135.000 10,395 (F) 066 IMPORTED TOPSOIL (CY) CY 130.0000 3,510.00 26.600 3,458 067 BONDED FIBER MATRIX (SQFT) SQFT 0.2200 19,646.00 102,366.000 22,520 068 COMPOST SOCK LF 9.0000 74,340.00 6,871.000 61,839 069 COMPOST (CY) CY 138.0000 38,640.00 275.000 37,950 070 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 071 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 267,500.00 2,727.470 340,933 072 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 073 REPLACE ASPHALT CONCRETE SURFACING CY 400.0000 920,000.00 1,370.300 548,120 074 HOT MIX ASPHALT (TYPE A) TON 135.0000 438,750.00 103.280 13,942.80 2,571.840 347,198 075 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 6,210,000.00 40,922.460 6,138,369 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8500 2,907.00 88.200 251 PROGRAM CAS145 PAGE 4 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.8500 997.50 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8500 10,317.00 3,033.400 8,645 079 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8500 7,239.00 1,101.500 3,139 080 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 50.0000 1,150.00 0.000 0 AREA) 081 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 170.0000 3,060,000.00 19,083.530 3,244,200 (BONDED WEARING COURSE) 082 TACK COAT TON 500.0000 75,000.00 76.230 38,115 083 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 2.0000 18,860.00 9,425.000 18,850 084 REMOVE ASPHALT CONCRETE DIKE LF 6.0000 43,140.00 4,423.300 26,539 085 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2500 1,338,750.00 288,491.000 1,226,086 086 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,695.0000 59,290.00 22.000 59,290 (SIGN FOUNDATION) 087 STRUCTURAL CONCRETE, RETAINING WALL CY 1,700.0000 901,000.00 407.400 692,580 (F) 088 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 96,000.00 30.500 91,500 (F) 089 MINOR CONCRETE (MINOR STRUCTURE) CY 1,750.0000 26,250.00 10.900 19,075 (F) 090 BAR REINFORCING STEEL (RETAINING WALL) LB 2.5000 172,750.00 50,764.200 126,910 (F) 091 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.6500 121,100.00 0.000 0 092 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.7500 10,500.00 0.000 0 093 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 135.0000 17,550.00 0.000 0 TRUSS) 094 REMOVE SIGN STRUCTURE (EA) EA 3,500.0000 3,500.00 0.000 0 095 GUARD POST EA 800.0000 1,600.00 0.000 0 096 PUBLIC SAFETY PLAN LS 1,300.0000 1,300.00 0.860 1,118 097 12" ALTERNATIVE PIPE CULVERT LF 225.0000 38,250.00 170.900 38,452 098 18" ALTERNATIVE PIPE CULVERT LF 205.0000 135,300.00 672.650 137,893 099 24" ALTERNATIVE PIPE CULVERT LF 300.0000 108,000.00 331.000 99,300 100 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 13,750.00 0.000 0 101 19" X 30" ELLIPTICAL RCP LF 400.0000 32,400.00 81.000 32,400 102 18" REINFORCED CONCRETE PIPE LF 250.0000 19,750.00 74.700 18,675 103 DRAINAGE INLET MARKER EA 25.0000 250.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" CORRUGATED STEEL PIPE INLET (.168" LF 1,500.0000 19,500.00 9.400 14,100 THICK) 105 18" ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300 106 24" ALTERNATIVE FLARED END SECTION EA 400.0000 1,600.00 3.000 1,200 107 48" ALTERNATIVE FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000 108 19" X 30" CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500 109 36" PRECAST CONCRETE PIPE INLET LF 500.0000 10,500.00 17.200 8,600 110 SIDEWALK DRAIN LF 100.0000 3,400.00 34.000 3,400 111 REMOVE CULVERT (LF) LF 6.0000 6,660.00 1,071.500 6,429 112 REMOVE INLET EA 500.0000 9,500.00 16.000 8,000 113 REMOVE FLARED END SECTION (EA) EA 100.0000 1,100.00 8.000 800 114 ADJUST FRAME AND COVER TO GRADE EA 1,800.0000 14,400.00 7.000 12,600 115 CLEANING, INSPECTING, AND PREPARING LF 14.9000 17,582.00 1,060.000 15,794 CULVERT (LF) 116 18" CURED-IN-PLACE PIPELINER LF 161.0000 19,320.00 0.000 0 117 42" CURED-IN-PLACE PIPELINER LF 460.0000 294,400.00 633.400 291,364 118 48" CURED-IN-PLACE PIPELINER LF 384.0000 165,120.00 427.000 163,968 119 CONCRETE (CONCRETE APRON) CY 1,500.0000 7,500.00 5.000 7,500 120 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 160.0000 14,720.00 15.800 2,528 METHOD B) (CY) 121 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 760.00 42.600 170 122 MINOR CONCRETE (CURB) (CY) CY 1,600.0000 65,600.00 37.090 59,344 123 DETECTABLE WARNING SURFACE SQFT 50.0000 43,500.00 697.020 34,851 124 RECONSTRUCT STEPS EA 2,000.0000 2,000.00 1.000 2,000 125 MINOR CONCRETE (CURB AND GUTTER) CY 1,250.0000 106,250.00 86.543 108,178 126 MINOR CONCRETE (DRIVEWAY) CY 1,500.0000 45,000.00 36.910 55,365 127 MINOR CONCRETE (SIDEWALK) CY 1,025.0000 615,000.00 514.260 527,116 128 MINOR CONCRETE (TEXTURED PAVING) CY 2,500.0000 40,000.00 16.510 41,275 129 MINOR CONCRETE (CURB RAMP) CY 2,000.0000 62,000.00 27.890 55,780 130 REMOVE CONCRETE CURB (LF) LF 30.0000 8,400.00 119.200 3,576 PROGRAM CAS145 PAGE 6 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 50.0000 72,000.00 1,587.470 79,373 132 REMOVE CONCRETE (CURB AND GUTTER) LF 35.0000 46,200.00 1,346.200 47,117 133 PRE/POST CONSTRUCTION SURVEYS EA 1,300.0000 32,500.00 14.000 18,200.00 14.000 18,200 134 MISCELLANEOUS IRON AND STEEL LB 3.5000 22,225.00 5,283.300 18,491 (F) 135 ADJUST UTILITY COVER TO GRADE EA 1,000.0000 26,000.00 26.000 26,000 136 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 2,800.0000 16,800.00 5.000 14,000.00 5.000 14,000 137 ANTI-GRAFFITI COATING SQFT 3.0000 39,000.00 12,404.000 37,212 138 CHAIN LINK FENCE (TYPE CL-5) LF 60.0000 61,200.00 1,001.200 60,072 139 REMOVE FENCE LF 9.0000 9,270.00 1,060.700 9,546 140 REMOVE PAVEMENT MARKER EA 8.0000 96.00 0.000 0 141 PAVEMENT MARKER EA 8.2500 42,735.00 1,704.000 14,058.00 4,530.000 37,372 (RETROREFLECTIVE-RECESSED) 142 FLEXIBLE TRAFFIC POST EA 90.0000 1,980.00 0.000 0 143 MILEPOST MARKER EA 60.0000 180.00 0.000 0 144 REMOVE GUARD POST EA 400.2500 800.50 0.000 0 145 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 11,200.00 44.000 8,800.00 44.000 8,800 146 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 100.0000 600.00 0.000 0 BRACKET METHOD) 147 REMOVE ROADSIDE SIGN PANEL EA 100.0000 2,600.00 21.000 2,100.00 21.000 2,100 148 REMOVE ROADSIDE SIGN (STEEL POST) EA 300.0000 6,300.00 14.000 4,200.00 14.000 4,200 149 RELOCATE ROADSIDE SIGN EA 400.0000 2,800.00 4.000 1,600.00 4.000 1,600 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 14,200.00 626.600 12,532.00 626.600 12,532 (0.063"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 7,140.00 539.700 6,881.18 539.700 6,881 (0.080"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.2500 9,787.50 160.500 5,818.13 160.500 5,818 (0.063"-FRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.5000 11,895.00 61.500 1,875.75 61.500 1,875 (0.080"-FRAMED) 154 ROADSIDE SIGN - ONE POST EA 550.0000 37,400.00 66.000 36,300.00 66.000 36,300 155 ROADSIDE SIGN - TWO POST EA 1,400.0000 14,000.00 7.000 9,800.00 7.000 9,800 156 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,050.00 7.000 1,050.00 7.000 1,050 METHOD) 157 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 150.0000 2,700.00 15.000 2,250.00 15.000 2,250 POST PROGRAM CAS145 PAGE 7 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 3,200.0000 6,400.00 0.000 0 BOX POST) 159 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 36.8500 100,232.00 1,050.000 38,692.50 2,425.000 89,361 160 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 131,300.00 647.420 42,082.30 2,177.770 141,555 161 TUBULAR HANDRAILING (MODIFIED) LF 191.0000 156,620.00 0.000 0 162 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 51.0000 20,400.00 594.000 30,294 POST) 163 TRANSITION RAILING (TYPE WB-31) EA 4,275.0000 51,300.00 12.000 51,300 164 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,350.0000 8,100.00 2.000 2,700.00 9.000 12,150 165 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 38,400.00 2.000 6,400.00 9.000 28,800 166 ALTERNATIVE CRASH CUSHION EA 29,950.0000 59,900.00 2.000 59,900 167 MAX-TENSION MEDIAN TERMINAL EA 11,250.0000 67,500.00 5.000 56,250 168 CONCRETE BARRIER (TYPE 60MC) LF 270.0000 108,000.00 352.800 95,256 169 CONCRETE BARRIER (TYPE 60MD) LF 140.0000 58,800.00 415.700 58,198 170 CONCRETE BARRIER (TYPE 60MS) LF 185.0000 140,600.00 660.000 122,100 171 CONCRETE BARRIER TRANSITION LF 700.0000 126,000.00 180.000 126,000 172 REMOVE GUARDRAIL LF 5.0000 17,000.00 1,089.000 5,445.00 3,037.000 15,185 173 REMOVE CONCRETE BARRIER LF 250.0000 30,000.00 120.000 30,000 174 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 1,976.00 1,009.000 958.55 1,009.000 958 175 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 152,950.00 39,971.000 37,972.45 147,614.000 140,233 176 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 19,285.00 7,177.000 10,406.65 9,707.000 14,075 177 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.9500 104.50 65.000 61.75 65.000 61 8-4) 178 8" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.9500 2,327.50 1,698.000 1,613.10 4,556.000 4,328 12-3) 179 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 2.0000 12,200.00 5,298.000 10,596.00 5,298.000 10,596 9-3) 180 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.9500 589.00 614.000 583.30 614.000 583 17-7) 181 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 122,400.00 6,174.000 74,088.00 9,899.000 118,788 182 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 2.0000 1,120.00 0.000 0 6-1) 183 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.5000 1,650.00 2,535.000 1,267.50 2,535.000 1,267 12-3) 184 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.5000 20,900.00 11,256.000 5,628.00 42,024.000 21,012 36-12) PROGRAM CAS145 PAGE 8 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.9500 807.50 760.000 722.00 907.000 861 17-7) 186 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.9500 266.00 280.000 266 18-12) 187 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.5000 23,265.00 1,938.000 8,721.00 4,622.000 20,799 188 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 5,280.00 1,634.000 4,902 189 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.860 4,300 SYSTEM ELEMENTS DURING CONSTRUCTION 190 MODIFYING CAMERA SYSTEMS LS 145,000.0000 145,000.00 0.364 52,780 191 MODIFYING LIGHTING SYSTEMS LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 192 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,065,000.0000 2,065,000.00 0.764 1,577,660 193 MODIFYING TRAFFIC MONITORING STATIONS LS 100,000.0000 100,000.00 0.888 88,800 194 MODIFYING FLASHING BEACON SYSTEMS LS 175,000.0000 175,000.00 0.457 79,975 195 MODIFYING CHANGEABLE MESSAGE SIGN LS 205,000.0000 205,000.00 0.500 102,500 SYSTEMS 196 MODIFYING INTERCONNECTION CONDUIT AND LS 10,000.0000 10,000.00 1.000 10,000 CABLE 197 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 198 ASPHALTIC EMULSION (BONDED WEARING TON 1,300.0000 169,000.00 194.980 253,474 COURSE) PROGRAM CAS145 PAGE 9 DATE 11/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4H0504 TIME 08:40 AM ESTIMATE NO. 009 BID OPENING 10/19/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/24 R.E. NAME: ALEXANDER, NATHAN DATE OF THIS ESTIMATE 11/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 470,804.28 22,845,809.49 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,468.33 42,033.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 478,272.61 22,887,842.58 199 MOBILIZATION LS 2,800,000.0000 2,800,000.00 1.000 2,800,000 ORIGINAL CONTRACT AMOUNT 28,458,713.00 TOTAL WORK COMPLETED 478,272.61 25,687,842.58 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 478,272.61 25,667,842.58 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 12/13/23 100 02/08/24 02/08/24 12/11/24 91 0 0 0 89% 91% PROGRESS IS SATISFACTORY ALEXANDER, NATHAN RESIDENT ENGINEER