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 12/22/21 EST. NO. 022 TIME 01:07 PM R.E. NAME: SOLAIMAN 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 --------------------------------------------------------------------------- 001 0075 2,014.36 E.W. @ F.A.(+) 083121 N 0266.0 0076 564.82 082621 N 0268.0 0077 906.58 082321 N 0269.0 0078 183.02 102921 N 0287.0 0079 1,018.16 111621 N 0295.0 0080 219.84 111721 N 0298.0 0083 475.63 120221 N 0280.0 013 0024 28,815.60 E.W. @ F.A.(+) 120221 N 0301.0 0025 29,795.92 120221 N 0302.0 028 0003 237.82 E.W. @ F.A.(+) 101321 N 0282.0 0004 2,774.71 110521 N 0286.0 0005 1,478.60 110821 N 0297.0 043 0001 7,660.21 E.W. @ F.A.(+) 112321 N 0288.0 0003 318.87 113021 N 0290.0 0004 1,490.66 120121 N 0291.0 0005 4,552.66 112921 N 0292.0 0006 1,992.92 112921 N 0293.0 0007 4,040.71 112421 N 0294.0 044 0016 2,009.47 E.W. @ F.A.(+) 111221 N 0296.0 90,550.56 TOTAL THIS ESTIMATE 6,588,355.35 TOTAL PREVIOUS ESTIMATE 6,678,905.91 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 12/22/21 EST. NO. 022 TIME 01:07 PM R.E. NAME: SOLAIMAN 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 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 LOCATION RERUN PROGRESS ESTIMATE 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 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,400.0000 2,970,000.00 19.000 102,600.00 395.000 2,133,000 004 CONSTRUCTION AREA SIGNS LS 59,400.0000 59,400.00 0.500 29,700 005 TRAFFIC CONTROL SYSTEM LS 2,447,000.0000 2,447,000.00 0.040 97,880.00 0.720 1,761,840 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 94,500.00 92,584.000 23,146.00 577,367.000 144,341 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 20,800.00 248.000 9,920 008 TEMPORARY PAVEMENT MARKER EA 2.9500 27,759.50 1,494.000 4,407.30 9,073.000 26,765 009 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 0.040 2,740.00 0.720 49,320 012 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 5.000 2,500 014 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 815,500.00 170.000 595.00 1,105.000 3,867 018 TEMPORARY SILT FENCE LF 5.0000 3,550.00 0.000 0 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 63,000.00 0.000 0 020 TEMPORARY CONCRETE WASHOUT LS 45,000.0000 45,000.00 0.680 30,600 021 AUSTIN VAULT SAND FILTER 5000 EA 433,350.0000 866,700.00 1.400 606,690 022 AUSTIN VAULT SAND FILTER 10000 EA 577,800.0000 2,311,200.00 3.800 2,195,640 PROGRAM CAS145 PAGE 2 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 68,600.00 109,979.000 30,794 025 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 61,582.550 2,555,675 027 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 91,700.00 674.900 23,621 030 TEMPORARY IRRIGATION SYSTEM LS 113,400.0000 113,400.00 0.000 0 031 SLOW-RELEASE FERTILIZER LB 2.3500 1,128.00 0.000 0 032 PLANT (GROUP A) EA 11.0000 14,080.00 0.000 0 033 PLANT (GROUP B) EA 36.0000 10,440.00 0.000 0 034 PLANT (GROUP U) EA 205.0000 2,050.00 0.000 0 035 PLANT ESTABLISHMENT WORK LS 100,250.0000 100,250.00 0.000 0 036 WOOD MULCH CY 71.0000 110,050.00 0.000 0 037 CHECK AND TEST EXISTING IRRIGATION LS 6,200.0000 6,200.00 0.000 0 FACILITIES 038 CONTROL AND NEUTRAL CONDUCTORS LS 50,750.0000 50,750.00 0.000 0 039 1" REMOTE CONTROL VALVE EA 560.0000 6,160.00 0.000 0 040 1 1/2" REMOTE CONTROL VALVE EA 620.0000 3,720.00 0.000 0 041 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 71.0000 1,562.00 0.000 0 042 RISER SPRINKLER ASSEMBLY EA 38.0000 8,740.00 0.000 0 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.3500 11,745.00 0.000 0 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.4500 2,269.50 0.000 0 (F) LINE) 045 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.7000 1,128.00 0.000 0 (F) (SUPPLY LINE) 046 2" PLASTIC PIPE (SCHEDULE 40) LF 12.2000 15,677.00 0.000 0 (F) (SUPPLY LINE) 047 BALL VALVE EA 385.0000 5,775.00 0.000 0 048 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 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 203,750.00 155,734.880 194,668 052 HOT MIX ASPHALT (TYPE A) TON 101.3000 5,358,770.00 5,728.330 580,279.83 44,701.420 4,528,253 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.9000 8,700.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.9000 27,231.00 0.000 0 055 TACK COAT TON 800.0000 68,000.00 -17.200 -13,760.00 76.800 61,440 056 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 16,500.00 4,080.000 6,120.00 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 10,771.000 236,962 061 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 5,350.260 3,156,653 063 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 90.490 203,602 (F) 068 MINOR CONCRETE CY 1,285.0000 8,995.00 1.000 1,285 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 1,655.0000 317,760.00 150.270 248,696 (F) 070 MINOR CONCRETE (BACKFILL) CY 171.0000 4,446.00 0.000 0 (F) 071 PAVING NOTCH EXTENSION CF 225.0000 46,125.00 372.460 83,803 072 CLEAN EXPANSION JOINT LF 37.5000 3,187.50 0.000 0 073 JOINT SEAL (MR 1") LF 64.2000 15,664.80 0.000 0 074 JOINT SEAL (MR 1 1/2") LF 117.7000 14,241.70 0.000 0 075 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 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 407,950.00 395.720 393,741 CURB RAMP) 099 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 36,800.00 716.000 14,320 100 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 0.000 0 102 MISCELLANEOUS IRON AND STEEL LB 3.0000 78,000.00 2,320.000 6,960.00 14,940.000 44,820 (F) 103 REMOVE PAVEMENT MARKER EA 1.1000 17,270.00 15,505.000 17,055 PROGRAM CAS145 PAGE 5 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,240.00 103.000 1,102 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 30,684.50 0.000 0 106 REMOVE ROADSIDE SIGN (WOOD POST) EA 123.0000 50,430.00 5.000 615 107 REMOVE ROADSIDE SIGN (METAL POST) EA 160.0000 4,640.00 0.000 0 108 REMOVE ROADSIDE SIGN EA 170.0000 35,700.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 109 REMOVE ROADSIDE SIGN PANEL EA 160.0000 4,640.00 0.000 0 110 REMOVE SIGN FROM SIGN FRAME EA 500.0000 25,500.00 41.000 20,500 111 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 16.0000 134,080.00 7,386.700 118,187 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 0.000 0 114 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.9000 15,687.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 115 FURNISH LAMINATED PANEL SIGN SQFT 27.8000 18,904.00 0.000 0 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.4500 25,080.00 0.000 0 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 11,025.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 8,800.00 0.000 0 (0.080"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 12,240.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.6500 794.25 0.000 0 (0.063"-FRAMED) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0500 3,049.50 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.2000 1,164.80 0.000 0 (0.080"-FRAMED) 123 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0500 33,384.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 124 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3000 65,360.00 7,464.200 32,096 125 METAL (ROADSIDE SIGN) LB 15.0000 22,350.00 0.000 0 126 ROADSIDE SIGN - ONE POST EA 390.0000 163,800.00 0.000 0 127 ROADSIDE SIGN - TWO POST EA 1,470.0000 129,360.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 METHOD) 129 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 77,040.00 7,478.200 67,303 130 INSTALL ROADSIDE SIGN PANEL ON EA 270.0000 4,320.00 0.000 0 EXISTING POST 131 INSTALL ROADSIDE SIGN EA 1,605.0000 12,840.00 0.000 0 (LAMINATED WOOD BOX POST) 132 FURNISH LAMINATED WOOD BOX POST EA 2,915.0000 40,810.00 0.000 0 (TYPE M) 133 FURNISH LAMINATED WOOD BOX POST EA 2,675.0000 5,350.00 0.000 0 (TYPE L) 134 INSTALL ROADSIDE SIGN PANEL (WALL EA 270.0000 2,970.00 0.000 0 MOUNTED) 135 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.2000 402,960.00 4,431.000 129,385 136 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 51.3500 23,107.50 77.000 3,953 137 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 0.000 0 140 TRANSITION RAILING (TYPE WB-31) EA 3,610.0000 137,180.00 0.000 0 141 END CAP (TYPE A) EA 350.0000 1,050.00 0.000 0 142 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,060.0000 44,520.00 5.000 5,300 143 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 7.000 26,145 145 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 9,722.500 44,237 149 REMOVE BRIDGE RAILING LF 19.1500 6,702.50 0.000 0 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 149,500.00 0.000 0 151 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,740.00 0.000 0 152 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 3,294.00 0.000 0 (BROKEN 12-3) 153 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3500 46,230.00 0.000 0 154 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 67,600.00 0.000 0 (BROKEN 36-12) PROGRAM CAS145 PAGE 7 DATE 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (BROKEN 17-7) 156 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 70,400.00 191,121.000 76,448 157 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 0.050 300.00 0.850 5,100 SYSTEM ELEMENTS DURING CONSTRUCTION 158 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,368,000.0000 3,368,000.00 0.030 101,040.00 0.390 1,313,520 159 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 160 ASBESTOS SURVEY AND SAMPLING LS 10,000.0000 10,000.00 0.000 0 161 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 0.000 0 164 GRIND EXISTING CONCRETE SQYD 5.2500 551,250.00 97,170.440 510,144 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 12/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-302504 TIME 01:07 PM ESTIMATE NO. 022 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 12/20/21 R.E. NAME: SOLAIMAN TEHRANI, JOSEPH DATE OF THIS ESTIMATE 12/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 912,308.13 45,861,299.60 ADJUSTMENT OF COMPENSATION 0.00 2,687,329.71 EXTRA WORK 90,550.56 3,991,576.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,002,858.69 52,540,205.51 166 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 1,002,858.69 55,940,205.51 MATERIALS ON HAND ON SITE 288,006.89 DEDUCTIONS 0.00 -20,000.00 TOTAL 1,002,858.69 56,208,212.40 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 03/02/20 1300 04/27/20 04/27/20 07/07/25 382 28 -34 0 80% 74% PROGRESS IS SATISFACTORY SOLAIMAN TEHRANI, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/21