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 03/10/23 EST. NO. 024 TIME 12:26 PM R.E. NAME: BESHARA, RAMY 07-286204 --------------------------------------------------------------------------- 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 03/10/23 EST. NO. 024 TIME 12:26 PM R.E. NAME: BESHARA, RAMY 07-286204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2019 CEM 4401 -10,000.00 004 ANNUAL 2019 CEM 4401 10,000.00 005 ANNUAL 2020 CEM 4401 -10,000.00 015 ANNUAL 2020 CEM 4401 10,000.00 016 NCR S19-579-2 -14,800.00 023 0.00 -14,800.00 OTHER OUTSTANDING DOCUMENTS MISSING CEM 2402 DBE -10,000.00 023 MISSING CEM 2402 10,000.00 024 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -14,800.00 PROGRAM CAS145 PAGE 1 DATE 03/10/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286204 TIME 12:26 PM ESTIMATE NO. 024 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/22 R.E. NAME: BESHARA, RAMY DATE OF THIS ESTIMATE 03/10/23 LOCATION FINAL ESTIMATE 07-LA-138-55.2/56.3 -------------- GRANITE CONSTRUCTION COMPANY IN LOS ANGELES COUNTY, AT 213 E AVENUE M LITTLEROCK, FROM 87TH STREET EAST LANCASTER CA 93535 TO 0.2 MILE EAST OF 96TH STREET EAST FED. AID NO. STPL-6207(63)E WIDEN CONVENTIONAL HIGHWAY (SEG 6) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 675,000.00 450.000 675,000 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 005 TRAFFIC CONTROL SYSTEM LS 315,432.0000 315,432.00 1.000 315,432 006 TYPE III BARRICADE EA 600.0000 8,400.00 14.000 8,400 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 7,450.00 1,668.000 8,340 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 29,880.00 49,831.000 29,898 009 TEMPORARY PAVEMENT MARKER EA 8.0000 9,520.00 1,384.000 11,072 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,900.0000 9,800.00 2.000 9,800 011 TEMPORARY RAILING (TYPE K) LF 8.0000 65,120.00 8,140.000 65,120 012 TEMPORARY CRASH CUSHION MODULE EA 420.0000 92,400.00 231.000 97,020 013 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,950.0000 1,950.00 1.000 1,950 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 016 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 3,750.00 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY COVER SQYD 7.5800 15,160.00 1,283.150 9,726 018 TEMPORARY DRAINAGE INLET PROTECTION EA 432.0000 432.00 1.000 432 019 TEMPORARY FIBER ROLL LF 2.0000 6,000.00 1,550.000 3,100 020 TEMPORARY GRAVEL BAG BERM LF 6.0000 7,200.00 1,017.230 6,103 021 TEMPORARY SILT FENCE LF 3.2500 9,750.00 3,000.000 9,750 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 7,600.00 2.000 7,600 PROGRAM CAS145 PAGE 2 DATE 03/10/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286204 TIME 12:26 PM ESTIMATE NO. 024 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/22 R.E. NAME: BESHARA, RAMY DATE OF THIS ESTIMATE 03/10/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 33,600.0000 33,600.00 1.000 33,600 024 TEMPORARY CONCRETE WASHOUT LS 7,000.0000 7,000.00 1.000 7,000 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 14,415.00 8,334.000 12,501 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 1.0000 9,230.00 9,230.000 9,230 027 TEMPORARY HIGH-VISIBILITY FENCE LF 3.6500 27,448.00 7,573.000 27,641 028 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 029 ROADWAY EXCAVATION CY 15.0000 427,500.00 27,182.530 407,737 030 STRUCTURE EXCAVATION (TYPE D) CY 70.0000 48,440.00 692.000 48,440 (F) 031 STRUCTURE BACKFILL (BRIDGE) CY 125.0000 48,875.00 391.000 48,875 (F) 032 TRANSPLANT JOSHUA TREES EA 975.0000 19,500.00 3.000 2,925 033 PLANT ESTABLISHMENT WORK LS 28,546.0000 28,546.00 1.000 28,546 034 TEMPORARY IRRIGATION SYSTEM LS 18,647.0000 18,647.00 1.000 18,647 035 FINISHING ROADWAY LS 8,000.0000 8,000.00 1.000 8,000 036 CLASS 3 AGGREGATE BASE (CY) CY 22.0000 433,400.00 10,596.000 233,112 037 LEAN CONCRETE BASE CY 160.0000 1,345,600.00 0.000 0 038 PREPAVING INERTIAL PROFILER LS 1,500.0000 1,500.00 1.000 1,500 039 HOT MIX ASPHALT (TYPE A) TON 63.0000 894,600.00 13,582.160 855,676 040 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 88.0000 587,840.00 6,571.740 578,313 041 DATA CORE LS 4,500.0000 4,500.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 34.0000 9,520.00 280.000 9,520 043 TACK COAT TON 900.0000 33,300.00 37.000 33,300 044 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 4,520.00 1,130.000 4,520 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6000 27,820.00 10,700.000 27,820 046 FURNISH PILING (CLASS 140) LF 67.0000 139,896.00 2,088.000 139,896 (ALTERNATIVE W) 047 DRIVE PILE (CLASS 140) EA 2,525.0000 121,200.00 48.000 121,200 (ALTERNATIVE W) 048 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 800.0000 76,000.00 95.000 76,000 (F) 049 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 272,000.00 272.000 272,000 (F) PROGRAM CAS145 PAGE 3 DATE 03/10/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286204 TIME 12:26 PM ESTIMATE NO. 024 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/22 R.E. NAME: BESHARA, RAMY DATE OF THIS ESTIMATE 03/10/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE CY 1,675.0000 351,750.00 210.000 351,750 (F) (POLYMER FIBER) 051 AGGREGATE BASE (APPROACH SLAB) CY 590.0000 5,900.00 12.500 7,375 052 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 65,600.00 82.000 65,600 (F) (TYPE N) 053 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 97,000.00 97.000 97,000 (TYPE R) 054 STRUCTURAL CONCRETE, HEADWALL CY 1,325.0000 210,145.00 158.600 210,145 (F) 055 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,700.0000 310,210.00 46.300 310,210 (F) 056 DRILL AND BOND DOWEL LF 35.0000 13,300.00 380.000 13,300 057 FURNISH PRECAST PRESTRESSED CONCRETE EA 79,318.0000 237,954.00 3.000 237,954 WIDE-FLANGE GIRDERS (130-140') 058 FURNISH PRECAST PRESTRESSED CONCRETE EA 80,814.0000 242,442.00 3.000 242,442 WIDE-FLANGE GIRDERS (140-150') 059 ERECT PRECAST PRESTRESSED CONCRETE EA 15,684.0000 94,104.00 6.000 94,104 GIRDER 060 JOINT SEAL (MR 1") LF 60.0000 13,740.00 229.000 13,740 061 BAR REINFORCING STEEL (BRIDGE) LB 1.2200 138,945.80 113,890.000 138,945 (F) 062 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 16,250.00 16,250.000 16,250 063 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 80,400.00 1,626.300 130,104 064 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.7600 93,600.00 16,250.000 93,600 (F) 065 BRIDGE REMOVAL (PORTION) LS 95,000.0000 95,000.00 1.000 95,000 066 18" TEMPORARY CULVERT LF 195.0000 12,285.00 78.750 15,356 067 18" REINFORCED CONCRETE PIPE LF 60.0000 88,800.00 1,480.000 88,800 068 GRATED LINE DRAIN LF 60.0000 363,000.00 6,955.670 417,340 069 18" CONCRETE FLARED END SECTION EA 1,600.0000 19,200.00 12.000 19,200 070 ABANDON CULVERT (LF) LF 12.0000 4,320.00 360.000 4,320 071 REMOVE PIPE (LF) LF 70.0000 3,080.00 44.000 3,080 072 REMOVE HEADWALL EA 575.0000 8,625.00 15.000 8,625 073 ROCK SLOPE PROTECTION CY 225.0000 4,995.00 22.200 4,995 (F) (LIGHT, METHOD B) (CY) 074 CONCRETE (CHANNEL LINING) CY 3,425.0000 47,950.00 14.000 47,950 075 MISCELLANEOUS IRON AND STEEL LB 3.5000 62,424.95 17,835.700 62,424 (F) 076 CHAIN LINK FENCE (TYPE CL-6, LF 32.0000 120,640.00 3,770.000 120,640 EXTENSION ARM) PROGRAM CAS145 PAGE 4 DATE 03/10/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286204 TIME 12:26 PM ESTIMATE NO. 024 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/22 R.E. NAME: BESHARA, RAMY DATE OF THIS ESTIMATE 03/10/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 10' CHAIN LINK GATE (TYPE CL-6) EA 1,952.0000 11,712.00 6.000 11,712 078 REMOVE CHAIN LINK FENCE LF 4.0000 14,800.00 3,700.000 14,800 079 REMOVE PAVEMENT MARKER EA 1.0000 480.00 480.000 480 080 GUARD RAILING DELINEATOR EA 30.0000 240.00 8.000 240 081 PAVEMENT MARKER EA 15.0000 14,100.00 942.000 14,130 (RETROREFLECTIVE-RECESSED) 082 MILEPOST MARKER EA 1,089.0000 4,356.00 4.000 4,356 083 MARKER (CULVERT) EA 100.0000 2,700.00 27.000 2,700 084 OBJECT MARKER (TYPE L-1) EA 100.0000 1,600.00 16.000 1,600 085 REMOVE MARKER EA 50.0000 800.00 16.000 800 086 REMOVE ROADSIDE SIGN (WOOD POST) EA 369.0000 9,225.00 27.000 9,963 087 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 600.00 4.000 800 088 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 38.0000 4,560.00 120.000 4,560 FOR RETROREFLECTIVE SHEETING (TYPE XI) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 200.000 3,000 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,400.00 160.000 2,400 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 640.00 32.000 640 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,400.00 170.000 3,400 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 093 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 3,350.00 670.000 3,350 094 METAL (ROADSIDE SIGN) LB 12.0000 2,160.00 180.000 2,160 095 ROADSIDE SIGN - ONE POST EA 700.0000 19,600.00 28.000 19,600 096 ROADSIDE SIGN - TWO POST EA 1,100.0000 9,900.00 9.000 9,900 097 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 97.0000 12,610.00 130.000 12,610 098 VEGETATION CONTROL (MINOR CONCRETE) SQYD 83.0000 7,470.00 90.000 7,470 099 TRANSITION RAILING (TYPE WB-31) EA 3,743.0000 7,486.00 2.000 7,486 100 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,736.0000 9,472.00 2.000 9,472 (TEST LEVEL-2) 101 CONCRETE BARRIER (TYPE 736) LF 140.0000 56,140.00 401.000 56,140 (F) PROGRAM CAS145 PAGE 5 DATE 03/10/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286204 TIME 12:26 PM ESTIMATE NO. 024 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/22 R.E. NAME: BESHARA, RAMY DATE OF THIS ESTIMATE 03/10/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 REMOVE GUARDRAIL LF 14.0000 5,180.00 370.000 5,180 103 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 21,750.00 1,469.000 22,035 (PREFORMED) 104 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 3.0000 29,430.00 10,094.000 30,282 36-12) (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 105 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 122,850.00 34,681.000 121,383 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 8,080.00 3,063.000 12,252 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 300.00 975.000 2,925 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) (RECESSED) 108 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,850.00 10,346.000 5,173 109 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 290.00 241.000 241 110 LIGHTING SYSTEM LS 9,600.0000 9,600.00 1.000 9,600 111 MODIFYING EXISTING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/10/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-286204 TIME 12:26 PM ESTIMATE NO. 024 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/07/22 R.E. NAME: BESHARA, RAMY DATE OF THIS ESTIMATE 03/10/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,714,136.56 ADJUSTMENT OF COMPENSATION 0.00 514,618.48 EXTRA WORK 0.00 1,362,509.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 9,591,264.40 116 MOBILIZATION LS 749,157.2500 749,157.25 1.000 749,157 ORIGINAL CONTRACT AMOUNT 9,990,990.00 TOTAL WORK COMPLETED 0.00 10,340,421.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -14,800.00 TOTAL 10,000.00 10,325,621.65 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 04/05/19 700 01/07/20 06/18/19 12/07/22 447 419 -2 0 100% 100% BESHARA, RAMY RESIDENT ENGINEER