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 06/19/25 EST. NO. 050 TIME 02:24 PM R.E. NAME: TEHRANI, JOSEPH 07-302504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0001 -318,000.00 A.C. @ L.S.(-) 072621 N 201 079 0004 7,225.31 E.W. @ F.A.(+) 101524 N 0668.0 0005 7,921.03 101624 N 0669.0 0006 7,845.20 101724 N 0670.0 0007 10,957.86 102024 N 0671.0 0008 8,231.36 102124 N 0672.0 0009 3,093.40 101824 N 0654.1 080 0015 4,967.08 E.W. @ F.A.(+) 102524 N 0655.2 0016 12,002.56 102124 N 0656.2 0017 2,512.29 101524 N 0653.1 0018 15,036.60 101624 N 0657.1 081 0001 158,946.16 E.W. @ L.S.(+) 102924 N 81 0002 -3,625.73 A.C. @ L.S.(-) 060925 N 0002 0003 3,625.73 E.W. @ L.S.(+) 060925 N 0003 -79,261.15 TOTAL THIS ESTIMATE 11,200,773.26 TOTAL PREVIOUS ESTIMATE 11,121,512.11 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 06/19/25 EST. NO. 050 TIME 02:24 PM R.E. NAME: TEHRANI, JOSEPH 07-302504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -84,600.00 005 LCS COMPLIANCE -10,000.00 007 LATE LANE CLOSURE 84,600.00 016 LCS NON-COMPLIANCE -10,000.00 020 NON-COMPLIANT -1,600.00 038 CEM 4401 SOLID WASTE -10,000.00 050 -10,000.00 -31,600.00 OTHER OUTSTANDING DOCUMENTS CEM 2402 DVBE -10,000.00 050 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -41,600.00 PROGRAM CAS145 PAGE 1 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 07-VEN-23-R3.3/R11.5 ---------------------------------------- SECURITY PAVING COMPANY, INC. IN VENTURA COUNTY, FROM US-101 TO 3075 TOWNSGATE RD, STE 200 STATE ROUTE 118 WESTLAKE VILLAGE CA 91361 3075 TOWNSGATE ROAD WESTLAKE VILLAGE CA 91361 FED. AID NO. HSST-P023(41)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 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,400.0000 2,970,000.00 78.000 421,200.00 688.000 3,715,200 004 CONSTRUCTION AREA SIGNS LS 59,400.0000 59,400.00 0.250 14,850.00 1.000 59,400 005 TRAFFIC CONTROL SYSTEM LS 2,447,000.0000 2,447,000.00 1.000 2,447,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 94,500.00 764,916.500 191,229 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 20,800.00 248.000 9,920 008 TEMPORARY PAVEMENT MARKER EA 2.9500 27,759.50 9,874.000 29,128 009 TEMPORARY RAILING (TYPE K) LF 21.0000 3,738,000.00 80,000.000 1,680,000 010 TEMPORARY CRASH CUSHION MODULE EA 175.0000 106,750.00 516.000 90,300 011 JOB SITE MANAGEMENT LS 68,500.0000 68,500.00 1.000 68,500 012 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 16,000.00 34.000 17,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 26,550.00 2.000 900 015 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 97,500.00 355.000 115,375 017 TEMPORARY FIBER ROLL LF 3.5000 815,500.00 1,480.000 5,180 018 TEMPORARY SILT FENCE LF 5.0000 3,550.00 0.000 0 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 63,000.00 1.000 3,500 020 TEMPORARY CONCRETE WASHOUT LS 45,000.0000 45,000.00 0.200 9,000.00 1.000 45,000 021 AUSTIN VAULT SAND FILTER 5000 EA 433,350.0000 866,700.00 2.000 866,700 022 AUSTIN VAULT SAND FILTER 10000 EA 577,800.0000 2,311,200.00 4.000 2,311,200 PROGRAM CAS145 PAGE 2 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 43,340.00 0.000 0 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.2800 68,600.00 137,585.000 38,523 025 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 026 ROADWAY EXCAVATION CY 41.5000 4,046,250.00 61,600.950 2,556,439 027 ROADWAY EXCAVATION (TYPE COM) CY 408.0000 31,008.00 0.000 0 (AERIALLY DEPOSITED LEAD) 028 ROADWAY EXCAVATION (TYPE Z-2) CY 258.0000 21,414.00 13.400 3,457 (AERIALLY DEPOSITED LEAD) 029 DITCH EXCAVATION CY 35.0000 91,700.00 3,274.900 114,621 030 TEMPORARY IRRIGATION SYSTEM LS 113,400.0000 113,400.00 1.000 113,400 031 SLOW-RELEASE FERTILIZER LB 2.3500 1,128.00 412.500 969 032 PLANT (GROUP A) EA 11.0000 14,080.00 1,274.000 14,014 033 PLANT (GROUP B) EA 36.0000 10,440.00 173.000 6,228 034 PLANT (GROUP U) EA 205.0000 2,050.00 12.000 2,460 035 PLANT ESTABLISHMENT WORK LS 100,250.0000 100,250.00 1.000 100,250 036 WOOD MULCH CY 71.0000 110,050.00 1,550.000 110,050 037 CHECK AND TEST EXISTING IRRIGATION LS 6,200.0000 6,200.00 1.000 6,200 FACILITIES 038 CONTROL AND NEUTRAL CONDUCTORS LS 50,750.0000 50,750.00 1.000 50,750 039 1" REMOTE CONTROL VALVE EA 560.0000 6,160.00 10.000 5,600 040 1 1/2" REMOTE CONTROL VALVE EA 620.0000 3,720.00 6.000 3,720 041 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 71.0000 1,562.00 18.000 1,278 042 RISER SPRINKLER ASSEMBLY EA 38.0000 8,740.00 230.000 8,740 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.3500 11,745.00 2,700.000 11,745 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.4500 2,269.50 510.000 2,269 (F) LINE) 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.7000 1,128.00 240.000 1,128 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (SCHEDULE 40) LF 12.2000 15,677.00 1,285.000 15,677 (F) (SUPPLY LINE) 047 BALL VALVE EA 385.0000 5,775.00 15.000 5,775 048 CLASS 3 AGGREGATE BASE (CY) CY 71.7000 3,628,020.00 34,940.600 2,505,241 049 LEAN CONCRETE BASE CY 162.5000 3,006,250.00 7,287.140 1,184,160 PROGRAM CAS145 PAGE 3 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAN CONCRETE BASE RAPID SETTING CY 225.5000 2,099,405.00 12,323.330 2,778,910 051 BASE BOND BREAKER SQYD 1.2500 203,750.00 155,953.410 194,941 052 HOT MIX ASPHALT (TYPE A) TON 101.3000 5,358,770.00 44,835.420 4,541,828 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.9000 8,700.00 3,553.000 10,303 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.9000 27,231.00 16,456.000 47,722 055 TACK COAT TON 800.0000 68,000.00 76.800 61,440 056 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 16,500.00 4,080.000 6,120 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5000 1,017,500.00 55,500.000 305,250 058 JOINTED PLAIN CONCRETE PAVEMENT CY 217.0000 6,076,000.00 21,142.690 4,587,963 059 JOINTED PLAIN CONCRETE PAVEMENT CY 284.5000 6,799,550.00 22,460.210 6,389,929 (RSC) 060 DRILL AND BOND (DOWEL BAR) EA 22.0000 81,840.00 10,979.000 241,538 061 DRILL AND BOND (TIE BAR) EA 17.0000 484,500.00 405.000 6,885 062 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 590.0000 920,400.00 5,402.660 3,187,569 063 JOINT SEAL (SILICONE) LF 8.5500 64,125.00 0.000 0 064 REMOVE CONCRETE PAVEMENT AND BASE CY 48.5000 3,264,050.00 47,354.180 2,296,677 065 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,030.0000 479,980.00 504.000 519,120 (TYPE R) 066 STRUCTURAL CONCRETE, HEADWALL CY 1,390.0000 115,370.00 83.000 115,370 (F) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,250.0000 254,250.00 97.060 218,385 (F) 068 MINOR CONCRETE CY 1,285.0000 8,995.00 13.000 16,705 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 1,655.0000 317,760.00 5.300 8,771.50 199.450 330,089 (F) 070 MINOR CONCRETE (BACKFILL) CY 171.0000 4,446.00 26.000 4,446 (F) 071 PAVING NOTCH EXTENSION CF 225.0000 46,125.00 217.280 48,888 072 CLEAN EXPANSION JOINT LF 37.5000 3,187.50 80.000 3,000 073 JOINT SEAL (MR 1") LF 64.2000 15,664.80 244.000 15,664 074 JOINT SEAL (MR 1 1/2") LF 117.7000 14,241.70 121.000 14,241 075 BAR REINFORCING STEEL LB 3.0000 24,933.00 8,311.000 24,933 (F) 076 18" REINFORCED CONCRETE PIPE LF 156.0000 59,280.00 308.600 48,141 PROGRAM CAS145 PAGE 4 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" REINFORCED CONCRETE PIPE LF 173.0000 1,038,000.00 5,992.600 1,036,719 078 36" REINFORCED CONCRETE PIPE LF 457.0000 15,081.00 33.100 15,126 079 6" NON-PERFORATED PLASTIC PIPE LF 160.0000 14,400.00 103.900 16,624 UNDERDRAIN 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 36" BITUMINOUS COATED CORRUGATED STEEL LF 584.0000 48,472.00 87.300 50,983 PIPE INLET (.138" THICK) 082 18" CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500 083 24" CONCRETE FLARED END SECTION EA 1,785.0000 16,065.00 6.000 10,710 084 36" PRECAST CONCRETE PIPE MANHOLE LF 535.0000 24,075.00 54.100 28,943 085 ABANDON CULVERT (LF) LF 31.0000 28,520.00 500.300 15,509 086 REMOVE CULVERT (LF) LF 39.0000 37,050.00 1,053.000 41,067 087 REMOVE INLET EA 1,340.0000 13,400.00 10.000 13,400 088 REMOVE FLARED END SECTION (EA) EA 500.0000 1,500.00 5.000 2,500 089 REMOVE CONCRETE (CHANNEL) CY 350.0000 7,350.00 31.730 11,105 090 SAND BACKFILL CY 340.0000 25,840.00 35.600 12,104 091 SLOPE PAVING (CONCRETE) CY 1,390.0000 305,800.00 184.800 256,872 092 ROCK SLOPE PROTECTION CY 375.0000 48,750.00 121.400 45,525 (150 LB, CLASS III, METHOD B) (CY) 093 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.5000 2,805.00 502.600 2,764 094 MINOR CONCRETE (CURB) (CY) CY 1,390.0000 23,630.00 15.970 22,198 095 DETECTABLE WARNING SURFACE SQFT 37.5000 35,250.00 913.900 34,271 096 MINOR CONCRETE (MISCELLANEOUS CY 1,230.0000 20,910.00 0.000 0 CONSTRUCTION) 097 MINOR CONCRETE (TEXTURED PAVING) CY 1,155.0000 108,570.00 79.200 91,476 098 MINOR CONCRETE (CURB, SIDEWALK AND CY 995.0000 407,950.00 452.720 450,456 CURB RAMP) 099 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 36,800.00 1,531.500 30,630 100 REMOVE CONCRETE CY 350.0000 105,000.00 304.460 106,561 (CURB, GUTTER, AND SIDEWALK) (CY) 101 POST CONSTRUCTION SURVEYS EA 900.0000 35,100.00 23.000 20,700 102 MISCELLANEOUS IRON AND STEEL LB 3.0000 78,000.00 23,397.000 70,191 (F) 103 REMOVE PAVEMENT MARKER EA 1.1000 17,270.00 17,177.000 18,894 PROGRAM CAS145 PAGE 5 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GUARD RAILING DELINEATOR EA 10.7000 34,240.00 506.000 5,414 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 30,684.50 7,719.000 29,718 106 REMOVE ROADSIDE SIGN (WOOD POST) EA 123.0000 50,430.00 395.000 48,585 107 REMOVE ROADSIDE SIGN (METAL POST) EA 160.0000 4,640.00 23.000 3,680 108 REMOVE ROADSIDE SIGN EA 170.0000 35,700.00 176.000 29,920 (STRAP AND SADDLE BRACKET METHOD) 109 REMOVE ROADSIDE SIGN PANEL EA 160.0000 4,640.00 20.000 3,200 110 REMOVE SIGN FROM SIGN FRAME EA 500.0000 25,500.00 46.000 23,000 111 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 16.0000 134,080.00 8,186.700 130,987 FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.8000 2,856.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.7500 5,082.50 139.500 3,731 114 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.9000 15,687.00 624.100 15,540 FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 FURNISH LAMINATED PANEL SIGN SQFT 27.8000 18,904.00 672.900 18,706 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.4500 25,080.00 1,942.700 20,301 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 11,025.00 1,387.600 10,407 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 8,800.00 681.600 7,497 (0.080"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 12,240.00 1,568.200 12,545 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6500 794.25 45.000 794 (0.063"-FRAMED) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0500 3,049.50 238.900 3,834 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.2000 1,164.80 66.000 1,201 (0.080"-FRAMED) 123 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0500 33,384.00 2,092.100 33,578 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 124 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3000 65,360.00 14,643.500 62,967 125 METAL (ROADSIDE SIGN) LB 15.0000 22,350.00 0.000 0 126 ROADSIDE SIGN - ONE POST EA 390.0000 163,800.00 371.000 144,690 127 ROADSIDE SIGN - TWO POST EA 1,470.0000 129,360.00 85.000 124,950 PROGRAM CAS145 PAGE 6 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 260.0000 59,800.00 202.000 52,520 METHOD) 129 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 77,040.00 8,278.200 74,503 130 INSTALL ROADSIDE SIGN PANEL ON EA 270.0000 4,320.00 14.000 3,780 EXISTING POST 131 INSTALL ROADSIDE SIGN EA 1,605.0000 12,840.00 8.000 12,840 (LAMINATED WOOD BOX POST) 132 FURNISH LAMINATED WOOD BOX POST EA 2,915.0000 40,810.00 14.000 40,810 (TYPE M) 133 FURNISH LAMINATED WOOD BOX POST EA 2,675.0000 5,350.00 2.000 5,350 (TYPE L) 134 INSTALL ROADSIDE SIGN PANEL (WALL EA 270.0000 2,970.00 7.000 1,890 MOUNTED) 135 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.2000 402,960.00 13,625.000 397,850 136 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 51.3500 23,107.50 327.000 16,791 137 VEGETATION CONTROL (MINOR CONCRETE) SQYD 59.0000 524,510.00 0.000 0 138 TRANSITION RAILING (TYPE STB) EA 3,100.0000 3,100.00 0.000 0 139 TRANSITION RAILING (TYPE DTB) EA 3,750.0000 30,000.00 8.000 30,000 140 TRANSITION RAILING (TYPE WB-31) EA 3,610.0000 137,180.00 28.000 101,080 141 END CAP (TYPE A) EA 350.0000 1,050.00 7.000 2,450 142 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,060.0000 44,520.00 28.000 29,680 143 END ANCHOR ASSEMBLY (TYPE CA) EA 1,340.0000 1,340.00 0.000 0 144 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,735.0000 268,920.00 53.000 197,955 145 CRASH CUSHION (TYPE SCI-100GM) EA 50,300.0000 50,300.00 1.000 50,300 146 CONCRETE BARRIER (TYPE 60C LF 334.0000 15,364.00 46.000 15,364 MODIFIED) 147 CONCRETE BARRIER (TYPE 736B) LF 160.0000 75,360.00 471.000 75,360 (F) 148 REMOVE GUARDRAIL LF 4.5500 78,260.00 14,652.250 66,667 149 REMOVE BRIDGE RAILING LF 19.1500 6,702.50 25.000 478 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 149,500.00 240,968.000 156,629 151 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,740.00 17,112.000 10,267 152 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 3,294.00 875.000 2,362 (BROKEN 12-3) 153 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3500 46,230.00 14,429.000 48,337 154 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 67,600.00 90,724.000 36,289 (BROKEN 36-12) PROGRAM CAS145 PAGE 7 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,190.00 12,502.000 8,751 (BROKEN 17-7) 156 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 70,400.00 219,445.000 87,778 157 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 1.000 6,000 SYSTEM ELEMENTS DURING CONSTRUCTION 158 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,368,000.0000 3,368,000.00 1.000 3,368,000 159 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 160 ASBESTOS SURVEY AND SAMPLING LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 161 ROADWAY EXCAVATION (TYPE CM) (THALLIUM) CY 500.0000 8,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 162 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 163 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 8,600.00 1,454.000 7,270 164 GRIND EXISTING CONCRETE SQYD 5.2500 551,250.00 127,236.210 667,990 PAVEMENT 165 24" BITUMINOUS COATED CORRUGATED STEEL LF 140.0000 15,400.00 103.300 14,462 PIPE DOWNDRAIN (.064" THICK) PROGRAM CAS145 PAGE 8 DATE 06/19/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 02:24 PM ESTIMATE NO. 050 BID OPENING 01/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/21/24 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/19/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 466,321.50 53,371,185.01 ADJUSTMENT OF COMPENSATION -321,625.73 1,607,830.53 EXTRA WORK 242,364.58 9,513,681.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 387,060.35 64,492,697.12 166 MOBILIZATION LS 3,400,000.0000 3,400,000.00 1.000 3,400,000 ORIGINAL CONTRACT AMOUNT 66,042,917.55 TOTAL WORK COMPLETED 387,060.35 67,892,697.12 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -41,600.00 TOTAL 367,060.35 67,851,097.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/02/20 1300 04/27/20 04/27/20 10/21/24 820 299 138 0 100% 100% TEHRANI, JOSEPH RESIDENT ENGINEER