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 09/17/24 EST. NO. 014 TIME 03:12 PM R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET 12-0R5604 --------------------------------------------------------------------------- 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 0037 2,164.84 E.W. @ F.A.(+) 081224 N 0069.0 2,164.84 TOTAL THIS ESTIMATE 399,268.87 TOTAL PREVIOUS ESTIMATE 401,433.71 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 09/17/24 EST. NO. 014 TIME 03:12 PM R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET 12-0R5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LIQUIDATED DAMAGES -27,600.00 008 0.00 -27,600.00 TOTAL DEDUCTIONS 0.00 -27,600.00 PROGRAM CAS145 PAGE 1 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 LOCATION PROGRESS ESTIMATE 12-VAR ----------------- SECURITY PAVING COMPANY, INC. ORANGE COUNTY AT VARIOUS LOCATIONS 13170 TELFAIR AVE SYLMAR CA 91342 FED. AID NO. ACNH-X059(87)E PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 25,000.0000 25,000.00 0.060 1,500.00 0.750 18,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 1,875,000.00 23.000 115,000.00 256.000 1,280,000 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 425,000.0000 425,000.00 0.750 318,750 007 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.060 48,000.00 0.710 568,000 008 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 17,100.00 25.000 1,125.00 278.000 12,510 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 128.0000 44,800.00 0.000 0 SYSTEM DAY 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 89,000.0000 89,000.00 0.000 0 011 TEMPORARY RAILING (TYPE K) LF 34.0000 1,207,000.00 1,440.000 48,960.00 29,780.000 1,012,520 012 TEMPORARY CRASH CUSHION MODULE EA 470.0000 32,900.00 70.000 32,900 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 TEMPORARY TRAFFIC SCREEN LF 20.0000 135,200.00 3,040.000 60,800 015 JOB SITE MANAGEMENT LS 130,000.0000 130,000.00 0.060 7,800.00 0.690 89,700 016 PREPARE STORM WATER POLLUTION PREVENTION LS 33,600.0000 33,600.00 0.500 16,800 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 48,500.00 7.000 3,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 6,000.00 2.000 800 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 020 TEMPORARY SOIL BINDER SQYD 0.4500 8,910.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 392.0000 90,160.00 13.000 5,096 022 TEMPORARY FIBER ROLL LF 6.5000 138,450.00 1,238.000 8,047 PROGRAM CAS145 PAGE 2 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 42,000.00 3.000 18,000 024 STREET SWEEPING LS 900,000.0000 900,000.00 0.060 54,000.00 0.690 621,000 025 TEMPORARY CONCRETE WASHOUT LS 55,000.0000 55,000.00 0.060 3,300.00 0.680 37,400 026 TREATED WOOD WASTE LB 0.4000 81,600.00 0.000 0 027 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 800.0000 96,000.00 14.600 11,680 028 CLEARING AND GRUBBING (LS) LS 800,000.0000 800,000.00 0.060 48,000.00 0.690 552,000 029 ROADWAY EXCAVATION CY 100.0000 1,150,000.00 8,147.880 814,788 030 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 310.0000 244,900.00 768.600 238,266 DEPOSITED LEAD) 031 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 214.0000 47,080.00 220.000 47,080 DEPOSITED LEAD) 032 STRUCTURE EXCAVATION (RETAINING WALL) CY 175.0000 23,800.00 136.000 23,800 (F) 033 STRUCTURE EXCAVATION (GROUND ANCHOR CY 240.0000 9,600.00 40.000 9,600 (F) WALL) 034 STRUCTURE BACKFILL (RETAINING WALL) CY 250.0000 23,500.00 94.000 23,500 (F) 035 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 225.0000 450.00 2.000 450 (F) 036 IMPORTED BORROW (CY) CY 110.0000 314,600.00 2,329.800 256,278 037 CELLULAR CONFINEMENT SQFT 5.0000 19,950.00 0.000 0 038 ROADSIDE CLEARING LS 22,400.0000 22,400.00 0.760 17,024 039 IRON SULFATE (LB) LB 2.0000 82.00 0.000 0 040 SOIL AMENDMENT CY 140.0000 1,120.00 0.000 0 041 PACKET FERTILIZER EA 0.5500 264.00 0.000 0 042 SLOW-RELEASE FERTILIZER LB 2.5000 950.00 0.000 0 043 PLANT (GROUP H) EA 0.8000 33,840.00 0.000 0 044 PLANT (GROUP A) EA 11.0000 2,420.00 0.000 0 045 PLANT (GROUP U) EA 220.0000 7,260.00 0.000 0 046 MAINTAIN EXISTING PLANTED AREAS LS 38,000.0000 38,000.00 0.060 2,280.00 0.400 15,200 047 PLANT ESTABLISHMENT WORK LS 55,000.0000 55,000.00 0.000 0 048 WOOD MULCH CY 110.0000 136,950.00 0.000 0 049 CHECK AND TEST EXISTING IRRIGATION LS 22,000.0000 22,000.00 0.060 1,320.00 0.810 17,820 FACILITIES PROGRAM CAS145 PAGE 3 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 OPERATE EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.000 0 051 REMOVE IRRIGATION FACILITY LS 8,000.0000 8,000.00 0.000 0 052 CONTROL AND NEUTRAL CONDUCTORS LS 5,500.0000 5,500.00 0.000 0 053 1" REMOTE CONTROL VALVE EA 700.0000 2,100.00 0.000 0 054 1 1/2" REMOTE CONTROL VALVE EA 700.0000 2,100.00 0.000 0 055 2" REMOTE CONTROL VALVE EA 800.0000 1,600.00 0.000 0 056 3" WYE STRAINER ASSEMBLY EA 1,900.0000 1,900.00 0.000 0 057 TREE WELL SPRINKLER ASSEMBLY EA 135.0000 6,210.00 0.000 0 058 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 105.0000 13,650.00 0.000 0 059 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 130.0000 40,300.00 0.000 0 060 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 13,970.00 0.000 0 (F) LINE) 061 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 90,975.00 0.000 0 (F) LINE) 062 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 24,090.00 0.000 0 (F) (SUPPLY LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 10,260.00 0.000 0 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.0000 35,350.00 0.000 0 (F) LINE) 065 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 24.0000 6,960.00 0.000 0 (F) LINE) 066 CLASS 2 AGGREGATE SUBBASE CY 150.0000 471,000.00 63.800 9,570.00 4,102.200 615,330 067 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 422,550.00 522.200 70,497 068 LEAN CONCRETE BASE CY 550.0000 247,500.00 27.900 15,345.00 405.300 222,915 069 LEAN CONCRETE BASE RAPID SETTING CY 370.0000 854,700.00 2,483.990 919,076 070 BASE BOND BREAKER SQYD 4.0000 94,400.00 243.200 972.80 23,075.370 92,301 071 HIGH FRICTION SURFACE TREATMENT SQYD 42.0000 299,460.00 0.000 0 072 HOT MIX ASPHALT (TYPE A) TON 166.0000 2,523,200.00 5,107.730 847,883 073 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 190.0000 3,496,000.00 4,714.030 895,665 074 HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED TON 175.0000 126,000.00 0.000 0 FRICTION COURSE) 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 4,890.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 9,390.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 E) LF 3.0000 144.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 19,380.00 0.000 0 079 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 110.0000 11,000.00 0.000 0 AREA) 080 TACK COAT TON 1,000.0000 64,000.00 0.000 0 081 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 4.5000 123,300.00 0.000 0 082 REMOVE ASPHALT CONCRETE DIKE LF 12.5000 92,875.00 3,299.000 41,237 083 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 1,008,000.00 23,026.020 161,182 084 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 545,000.00 67.700 33,850.00 1,001.200 500,600 085 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 400.0000 876,000.00 4,262.600 1,705,040 086 DRILL AND BOND (DOWEL BAR) EA 100.0000 89,000.00 618.000 61,800 087 SPALL REPAIR (POLYESTER CONCRETE) SQYD 950.0000 71,250.00 0.000 0 088 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 2,088,000.00 1,099.860 659,916 089 JOINT SEAL (SILICONE) LF 5.6000 154,560.00 0.000 0 090 ISOLATION JOINT SEAL (SILICONE) LF 6.6000 26,796.00 2,000.000 13,200 091 PAVEMENT TRANSITION TAPER SQYD 635.0000 114,300.00 142.700 90,614 092 REMOVE CONCRETE PAVEMENT AND BASE CY 315.0000 2,353,050.00 7,062.500 2,224,687 093 CONFORM GRINDING CY 7,100.0000 28,400.00 0.000 0 094 GRIND EXISTING CONCRETE PAVEMENT SQYD 8.0000 238,400.00 23,805.600 190,444 095 GRIND NEW CONCRETE PAVEMENT SQYD 12.0000 289,200.00 9,364.100 112,369 096 GROUND ANCHOR (SUBHORIZONTAL) EA 15,600.0000 156,000.00 10.000 156,000 097 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 970.0000 24,250.00 0.000 0 (SIGN FOUNDATION) 098 STRUCTURAL CONCRETE, RETAINING WALL CY 1,750.0000 59,500.00 34.000 59,500 (F) 099 STRUCTURAL CONCRETE, WALL FACING CY 2,240.0000 31,360.00 14.000 31,360 (F) 100 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,870.0000 187,000.00 40.000 74,800 (F) 101 STRUCTURAL CONCRETE, BOX CULVERT CY 3,600.0000 36,000.00 9.100 32,760 (F) 102 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,100.0000 204,600.00 31.700 98,270 (F) 103 MINOR CONCRETE CY 3,900.0000 1,170.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (MINOR STRUCTURE) CY 210.0000 61,110.00 3.440 722.40 57.480 12,070 (F) 105 MINOR CONCRETE (BACKFILL) CY 485.0000 13,095.00 0.000 0 (F) 106 CONCRETE SURFACE TEXTURE (FRACTURED RIB) SQFT 43.0000 6,579.00 153.000 6,579 107 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 35,388.00 11,796.000 35,388 (F) 108 BAR REINFORCING STEEL (BOX CULVERT) LB 9.0000 14,508.00 1,612.000 14,508 (F) 109 STRUCTURAL SHOTCRETE CY 3,100.0000 55,800.00 18.000 55,800 (F) 110 FURNISH SIGN STRUCTURE (TRUSS) LB 5.5000 104,500.00 0.000 0 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) LB 0.7000 13,300.00 0.000 0 (F) 112 REMOVE SIGN STRUCTURE (EA) EA 5,300.0000 5,300.00 1.000 5,300 113 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 127,000.00 0.000 0 114 PLACE POLYESTER CONCRETE OVERLAY SQFT 54.0000 205,254.00 0.000 0 (F) 115 DPP INFILTRATION AREA (COMPOST) CY 55.0000 17,050.00 0.000 0 116 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 220,000.0000 220,000.00 0.000 0 RADIAL TYPE LR-3 (6) 117 18" SLOTTED PLASTIC PIPE LF 240.0000 81,600.00 0.000 0 118 18" REINFORCED CONCRETE PIPE LF 310.0000 186,000.00 107.300 33,263 119 24" REINFORCED CONCRETE PIPE LF 320.0000 272,000.00 104.300 33,376 120 GEOCOMPOSITE DRAIN SQFT 28.0000 476.00 16.000 448 121 18" CONCRETE FLARED END SECTION EA 3,360.0000 10,080.00 0.000 0 122 REMOVE OVERSIDE DRAIN EA 1,300.0000 1,300.00 0.000 0 123 REMOVE CULVERT (LF) LF 160.0000 100,800.00 7.000 1,120 124 REMOVE INLET EA 2,700.0000 37,800.00 8.000 21,600 125 MODIFY EDGE DRAIN CLEANOUT EA 2,200.0000 6,600.00 0.000 0 126 REMOVE CONCRETE (CHANNEL) CY 740.0000 6,660.00 0.000 0 127 REMOVE SLOPE PAVING (SQYD) SQYD 36.0000 53,280.00 100.000 3,600 128 SLOPE PAVING (CONCRETE) CY 850.0000 110,500.00 0.000 0 129 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 845.0000 9,295.00 10.600 8,957 METHOD B) (CY) 130 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 108.00 36.000 108 PROGRAM CAS145 PAGE 6 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (GUTTER) (LF) LF 66.0000 5,940.00 90.000 5,940 132 MINOR CONCRETE (TEXTURED PAVING) CY 840.0000 92,400.00 0.000 0 133 REMOVE CONCRETE (CURB AND GUTTER) LF 16.0000 122,880.00 5,044.800 80,716 134 MISCELLANEOUS IRON AND STEEL LB 6.0000 64,548.00 3,912.000 23,472 (F) 135 REMOVE PAVEMENT MARKER EA 1.2000 1,896.00 189.000 226 136 DELINEATOR (SPECIAL) EA 50.0000 500.00 0.000 0 137 DELINEATOR (CLASS 1) EA 50.0000 1,250.00 0.000 0 138 GUARD RAILING DELINEATOR EA 33.0000 19,470.00 28.000 924.00 280.000 9,240 139 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 34,485.00 174.000 957 140 CONCRETE BARRIER MARKER EA 28.0000 4,760.00 0.000 0 141 OBJECT MARKER (TYPE R) EA 45.0000 1,665.00 2.000 90.00 15.000 675 142 REMOVE ROADSIDE SIGN EA 240.0000 17,520.00 0.000 0 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 8,120.00 0.000 0 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 19,470.00 0.000 0 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,320.00 0.000 0 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,340.00 0.000 0 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 7,600.00 0.000 0 (0.080"-FRAMED) 148 ROADSIDE SIGN - ONE POST EA 530.0000 68,900.00 0.000 0 149 ROADSIDE SIGN - TWO POST EA 1,100.0000 8,800.00 0.000 0 150 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 2,600.00 0.000 0 METHOD) 151 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 7,700.0000 30,800.00 0.000 0 BOX POST) 152 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 37.0000 436,600.00 650.000 24,050.00 5,687.500 210,437 153 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 52.0000 108,160.00 1,300.000 67,600 154 MIDWEST GUARDRAIL SYSTEM (8' WOOD POST) LF 125.0000 18,750.00 0.000 0 155 CABLE RAILING LF 60.0000 5,400.00 0.000 0 (F) 156 TRANSITION RAILING (TYPE WB-31) EA 6,300.0000 182,700.00 1.000 6,300.00 13.000 81,900 157 END CAP (TYPE A) EA 510.0000 7,140.00 1.000 510.00 7.000 3,570 PROGRAM CAS145 PAGE 7 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 END CAP (TYPE TC) EA 1,000.0000 29,000.00 1.000 1,000.00 13.000 13,000 159 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,500.0000 30,000.00 2.000 3,000.00 9.000 13,500 160 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,100.0000 188,700.00 2.000 10,200.00 15.000 76,500 161 ALTERNATIVE CRASH CUSHION EA 38,000.0000 114,000.00 1.000 38,000.00 1.000 38,000 162 CONCRETE BARRIER (TYPE 60MD) LF 145.0000 13,050.00 76.000 11,020 163 CONCRETE BARRIER (TYPE 60MS) LF 240.0000 859,200.00 480.000 115,200.00 2,010.000 482,400 164 CONCRETE BARRIER (TYPE 60MSC) LF 305.0000 15,555.00 0.000 0 165 CONCRETE BARRIER (TYPE 60MSF) LF 305.0000 76,250.00 0.000 0 166 CONCRETE BARRIER TRANSITION LF 210.0000 102,060.00 46.000 9,660.00 165.000 34,650 (F) 167 REMOVE GUARDRAIL LF 11.0000 114,400.00 475.000 5,225.00 6,902.000 75,922 168 REMOVE CONCRETE BARRIER LF 104.0000 24,960.00 167.000 17,368 169 REMOVE CRASH CUSHION EA 440.0000 880.00 1.000 440.00 2.000 880 170 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 7.0000 69,790.00 0.000 0 WET NIGHT VISIBILITY) 171 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 172 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 22,560.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 173 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 95,600.00 65,650.000 65,650 174 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 157,320.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 175 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.1000 117,810.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 176 8" THERMOPLASTIC TRAFFIC STRIPE LF 7.4000 22,718.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 177 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 116,100.00 34,090.000 46,021 178 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.2000 6,636.00 126.000 529 179 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 15,000.00 0.000 0 (WARRANTY) (BROKEN 12-3) 180 CROSSWALK AND PAVEMENT MARKING TAPE WITH SQFT 24.0000 2,880.00 0.000 0 CONTRAST 181 CONTRAST STRIPE THERMOPLASTIC LF 1.2000 42,120.00 0.000 0 182 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.0000 117,120.00 0.000 0 (WARRANTY) PROGRAM CAS145 PAGE 8 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 25,480.00 0.000 0 (WARRANTY) (BROKEN 36-12) 184 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 11.0000 13,750.00 0.000 0 (WARRANTY) 185 INDUCTIVE LOOP DETECTOR (LS) LS 46,000.0000 46,000.00 0.000 0 186 TRAFFIC CENSUS STATION SYSTEMS LS 285,000.0000 285,000.00 0.000 0 187 MODIFYING LIGHTING SYSTEMS LS 874,000.0000 874,000.00 0.037 32,338.00 0.216 188,784 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 TEMPORARY ALTERNATIVE IN-LINE CRASH EA 6,100.0000 274,500.00 31.000 189,100 CUSHION 190 RISER SPRINKLER ASSEMBLY EA 110.0000 23,760.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 09/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0R5604 TIME 03:12 PM ESTIMATE NO. 014 BID OPENING 12/15/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: MERATI, ARTIN/CE-WARE,ELIZABET DATE OF THIS ESTIMATE 09/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 638,682.20 17,995,686.90 ADJUSTMENT OF COMPENSATION 0.00 132,061.04 EXTRA WORK 2,164.84 269,372.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 640,847.04 18,397,120.61 191 MOBILIZATION LS 3,500,000.0000 3,500,000.00 0.050 175,000.00 1.000 3,500,000 ORIGINAL CONTRACT AMOUNT 37,466,672.00 TOTAL WORK COMPLETED 815,847.04 21,897,120.61 MATERIALS ON HAND ON SITE -12,879.64 420,615.24 DEDUCTIONS 0.00 -27,600.00 TOTAL 802,967.40 22,290,135.85 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 06/08/23 625 08/02/23 08/02/23 03/24/26 255 29 0 0 57% 41% PROGRESS IS SATISFACTORY MERATI, ARTIN/CE-WARE,ELIZABET RESIDENT ENGINEER