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 06/15/22 EST. NO. 017 TIME 09:46 AM R.E. NAME: HATEFI, AMIR 04-269804 --------------------------------------------------------------------------- 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 0013 9,950.38 E.W. @ F.A.(+) 123121 N 0037.0 9,950.38 TOTAL THIS ESTIMATE 2,923,316.00 TOTAL PREVIOUS ESTIMATE 2,933,266.38 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 06/15/22 EST. NO. 017 TIME 09:46 AM R.E. NAME: HATEFI, AMIR 04-269804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269804 TIME 09:46 AM ESTIMATE NO. 017 BID OPENING 11/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/15/22 LOCATION PROGRESS ESTIMATE 04-CC-242-0.0/R1.6 ----------------- FBD VANGUARD CONSTRUCTION, IN CONCORD, FROM ROUTE 680 TO 0.1 INC. MILES NORTH OF CONCORD AVENUE 550 GREENVILLE ROAD; LIVERMORE CA 94550 FED. AID NO. ACNH-P242(4)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 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 340,000.00 170.000 340,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 30,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 9,400.0000 9,400.00 0.750 7,050 007 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 1.000 450,000 008 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 80,000.0000 80,000.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,190.00 34.000 1,190 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 350.0000 50,750.00 145.000 50,750 SYSTEM DAY 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 55,000.0000 55,000.00 1.000 55,000 012 TEMPORARY AUTOMATED END OF QUEUE EA 300.0000 43,500.00 129.000 38,700 WARNING SYSTEM (TYPE 1) DAY 013 TEMPORARY RAILING (TYPE K) LF 55.0000 27,500.00 480.000 26,400 014 TEMPORARY ALTERNATIVE CRASH EA 3,500.0000 14,000.00 4.000 14,000 CUSHION (TL-3) 015 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 0.750 9,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 880.0000 880.00 0.750 660 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 8,000.00 9.000 4,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 380.0000 2,280.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 020 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 3,240.00 18.000 3,240 021 TEMPORARY FIBER ROLL LF 2.6000 16,458.00 3,010.000 7,826 022 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 4,400.00 1.000 4,400 PROGRAM CAS145 PAGE 2 DATE 06/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269804 TIME 09:46 AM ESTIMATE NO. 017 BID OPENING 11/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 024 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 6,765.00 1,469.000 1,615 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.4500 2,799.00 6,220.000 2,799 027 REMOVE CONCRETE (CY) CY 2,700.0000 1,080.00 0.000 0 028 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 780.00 0.000 0 029 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 030 ROADWAY EXCAVATION CY 440.0000 206,800.00 537.080 236,315 031 CEMENT COMPACTION GROUT INJECTION CF 40.0000 84,800.00 2,109.500 84,380 032 HIGH DENSITY POLYURETHANE INJECTION LB 4.2000 220,500.00 27,972.000 117,482 033 12" CORRUGATED STEEL PIPE CONDUIT LF 250.0000 7,500.00 0.000 0 (.064" THICK) 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 675.0000 1,350.00 2.000 1,350 035 HYDROMULCH SQFT 0.0600 2,556.00 42,600.000 2,556 036 FIBER ROLLS LF 2.7000 16,173.00 5,550.000 14,985 037 HYDROSEED SQFT 0.1200 5,112.00 42,600.000 5,112 038 COMPOST (CY) CY 75.0000 4,200.00 56.000 4,200 039 INCORPORATE MATERIALS SQFT 0.1800 531.00 2,950.000 531 040 REPLACE BASE CY 500.0000 765,000.00 613.230 306,615 041 CRACK TREATMENT LNMI 15,000.0000 12,000.00 1.000 15,000 042 HOT MIX ASPHALT (TYPE A) TON 112.0000 311,360.00 2,697.830 302,156 043 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 315,600.00 2,528.790 303,454 044 ASPHALT BINDER TON 1.1000 50.60 46.000 50 (GEOSYNTHETIC PAVEMENT INTERLAYER) 045 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.2000 58,960.00 26,800.000 58,960 (PAVING MAT) 046 DATA CORE LS 4,900.0000 4,900.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3000 429.00 216.000 712 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3000 17,523.00 5,330.000 17,589 049 TACK COAT TON 1,200.0000 21,600.00 18.000 21,600 PROGRAM CAS145 PAGE 3 DATE 06/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269804 TIME 09:46 AM ESTIMATE NO. 017 BID OPENING 11/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 1.1000 5,698.00 5,180.000 5,698 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 134,000.00 26,755.000 133,775 052 PRECAST JOINTED CONCRETE PAVEMENT CY 950.0000 2,346,500.00 0.000 0 053 DRILL AND BOND (DOWEL BAR) EA 55.0000 59,400.00 1,216.000 66,880 054 DRILL AND BOND (TIE BAR) EA 12.5000 137.50 0.000 0 055 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 700.0000 644,000.00 1,150.210 805,147 056 REMOVE CONCRETE PAVEMENT (CY) CY 230.0000 476,100.00 2,070.000 476,100 057 GRIND EXISTING CONCRETE SQYD 5.5000 74,800.00 13,600.000 74,800 PAVEMENT 058 AGGREGATE BASE (APPROACH SLAB) CY 450.0000 10,350.00 28.500 12,825 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 248,600.00 251.300 276,430 (TYPE R) 060 PAVING NOTCH EXTENSION CF 600.0000 36,000.00 0.000 0 061 CLEAN EXPANSION JOINT LF 42.0000 7,140.00 170.000 7,140 062 JOINT SEAL (MR 1") LF 110.0000 18,700.00 170.000 18,700 063 JOINT SEAL (MR 1 1/2") LF 205.0000 12,300.00 60.000 12,300 064 JOINT SEAL (TYPE AL) LF 68.0000 2,040.00 30.000 2,040 065 BAR REINFORCING STEEL LB 1.3000 4,368.00 0.000 0 (F) 066 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,150.0000 4,600.00 4.000 4,600 067 BRIDGE REMOVAL (PORTION) LS 6,800.0000 6,800.00 1.000 6,800 068 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 19,000.00 226.340 22,634 069 12" ENTRANCE TAPER EA 1,050.0000 5,250.00 5.000 5,250 070 12" ANCHOR ASSEMBLY EA 400.0000 12,000.00 29.000 11,600 071 18" TO 12" CORRUGATED STEEL ECCENTRIC EA 1,050.0000 2,100.00 3.000 3,150 REDUCER (.079" THICK) 072 DOWNDRAIN ENERGY DISSIPATOR EA 1,000.0000 2,000.00 4.000 4,000 073 GRATED LINE DRAIN LF 360.0000 39,600.00 110.000 39,600 074 12" STEEL FLARED END SECTION EA 660.0000 1,320.00 2.000 1,320 075 24" STEEL FLARED END SECTION EA 830.0000 830.00 1.000 830 076 REMOVE DOWNDRAIN (EA) EA 1,100.0000 4,400.00 4.000 4,400 PROGRAM CAS145 PAGE 4 DATE 06/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269804 TIME 09:46 AM ESTIMATE NO. 017 BID OPENING 11/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ADJUST FRAME AND GRATE TO GRADE EA 1,930.0000 3,860.00 1.000 1,930 078 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 715.0000 1,787.50 2.500 1,787 (CY) 079 CONCRETE (CONCRETE APRON) CY 3,800.0000 1,520.00 0.000 0 080 ROCK SLOPE PROTECTION CY 550.0000 20,350.00 37.000 20,350 (60 LB, CLASS II, METHOD B) (CY) 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.5000 401.50 80.970 445 082 REMOVE PAVEMENT MARKER EA 1.1000 418.00 0.000 0 083 GUARD RAILING DELINEATOR EA 27.0000 5,940.00 216.000 5,832 084 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,080.00 749.000 2,996 085 OBJECT MARKER (TYPE P) EA 38.0000 228.00 0.000 0 086 REMOVE ROADSIDE SIGN EA 66.0000 924.00 14.000 924 087 REMOVE ROADSIDE SIGN EA 68.0000 272.00 4.000 272 (STRAP AND SADDLE BRACKET METHOD) 088 REMOVE SIGN FROM SIGN FRAME EA 340.0000 1,360.00 4.000 1,360 089 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 13,640.00 620.000 13,640 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 946.00 86.000 946 (0.063"-UNFRAMED) 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 840.00 70.000 840 (0.080"-UNFRAMED) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,566.00 87.000 1,566 (0.063"-FRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,800.00 90.000 1,800 (0.080"-FRAMED) 094 ROADSIDE SIGN - ONE POST EA 375.0000 3,375.00 9.000 3,375 095 ROADSIDE SIGN - TWO POST EA 615.0000 3,075.00 5.000 3,075 096 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 540.00 4.000 540 METHOD) 097 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 3.2000 1,984.00 620.000 1,984 098 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 27.0000 139,860.00 5,961.000 160,947 099 VEGETATION CONTROL (MINOR CONCRETE) SQYD 44.0000 103,840.00 1,585.330 69,754 100 CONCRETE BARRIER TRANSITION LF 2,200.0000 8,800.00 4.000 8,800 (F) (TYPE 1) 101 CONCRETE BARRIER TRANSITION LF 1,800.0000 18,000.00 10.000 18,000 (F) (TYPE 25) 102 CONCRETE BARRIER (TYPE 836A LF 800.0000 24,800.00 31.000 24,800 (F) MODIFIED) 103 END CAP (TYPE A) EA 115.0000 345.00 3.000 345 PROGRAM CAS145 PAGE 5 DATE 06/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269804 TIME 09:46 AM ESTIMATE NO. 017 BID OPENING 11/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,380.0000 1,380.00 1.000 1,380 105 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 115.0000 230.00 2.000 230 106 REMOVE GUARDRAIL LF 3.9000 1,872.00 480.000 1,872 107 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 1,287.00 390.000 1,287 (ENHANCED WET NIGHT VISIBILITY) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 2,565.00 5,712.000 2,570 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,300.00 9,589.000 9,589 (ENHANCED WET NIGHT VISIBILITY) 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,497.00 300.000 390 (ENHANCED WET NIGHT VISIBILITY) 111 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.4000 3,828.00 1,758.000 7,735 (ENHANCED WET NIGHT VISIBILITY) 112 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 2,552.00 3,531.000 776 113 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.3000 8,217.00 369.000 1,217 (WARRANTY) (BROKEN 12-3) 114 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 24,930.00 8,315.000 24,945 (WARRANTY) 115 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 2.8000 30,800.00 4,184.000 11,715 (WARRANTY) (BROKEN 36-12) 116 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 117 MODIFYING LIGHTING SYSTEMS LS 120,000.0000 120,000.00 0.900 108,000 118 MODIFYING TRAFFIC MONITORING STATIONS LS 65,000.0000 65,000.00 1.000 65,000 119 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 120 24" REINFORCED CONCRETE PIPE LF 800.0000 65,600.00 80.000 64,000 121 60" REINFORCED CONCRETE PIPE LF 1,100.0000 22,000.00 20.000 22,000 122 REMOVE CULVERT (LF) LF 100.0000 10,200.00 102.000 10,200 123 MODIFY HEADWALL EA 50,000.0000 50,000.00 1.000 50,000 124 CULVERT CONTACT GROUTING CF 6,000.0000 8,400.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-269804 TIME 09:46 AM ESTIMATE NO. 017 BID OPENING 11/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/22 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 06/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,310,168.34 ADJUSTMENT OF COMPENSATION 0.00 2,163,948.82 EXTRA WORK 9,950.38 769,317.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,950.38 8,243,434.72 125 MOBILIZATION LS 818,000.0000 818,000.00 1.000 818,000 ORIGINAL CONTRACT AMOUNT 9,088,210.10 TOTAL WORK COMPLETED 9,950.38 9,061,434.72 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 9,950.38 9,061,434.72 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 12/17/20 170 02/10/21 02/10/21 07/20/22 164 176 0 0 95% 96% PROGRESS IS SATISFACTORY HATEFI, AMIR RESIDENT ENGINEER