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 09/17/15 EST. NO. 005 TIME 10:51 AM R.E. NAME: AHMADZADEH, ALI 04-4H2214 --------------------------------------------------------------------------- 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 0017 3,646.87 E.W. @ F.A.(+) 071015 N 0074.0 004 0035 1,473.19 E.W. @ F.A.(+) 071315 N 0090.0 0036 1,473.19 071415 N 0091.0 0037 1,649.28 071515 N 0092.0 0038 1,649.28 071615 N 0093.0 0039 1,649.28 071715 N 0094.0 0040 1,649.28 072715 N 0095.0 0041 1,649.28 072815 N 0096.0 0042 1,649.28 072915 N 0097.0 16,488.93 TOTAL THIS ESTIMATE 68,685.90 TOTAL PREVIOUS ESTIMATE 85,174.83 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 09/17/15 EST. NO. 005 TIME 10:51 AM R.E. NAME: AHMADZADEH, ALI 04-4H2214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LEASE AGREEMENT -5,109.00 002 52715 LATE CLOSURE -3,800.00 002 60815 LATE CLOSUREPU -5,000.00 003 61915 LATE CLOSUREPU -7,800.00 003 62615 LATE CLOSUREPU -33,400.00 003 LEASE AGREEMENT 3MTH -15,327.00 005 -15,327.00 -70,436.00 TOTAL DEDUCTIONS -15,327.00 -70,436.00 PROGRAM CAS145 PAGE 1 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 10:51 AM ESTIMATE NO. 005 BID OPENING 01/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 09/17/15 LOCATION PROGRESS ESTIMATE 04-ALA-580-R41.2/47.0 ----------------- 04-ALA-80-2.1/3.0 O.C. JONES & SONS, INC. IN ALAMEDA COUNTY IN OAKLAND FROM 1520 FOURTH STREET 0.1 MILE EAST OF BOSTON AVENUE BERKELEY CA 94710 OVERCROSSING TO 0.2 MILE WEST OF JCT RTE 80 FED. AID NO. NHPI-X001(588)E HMA OVERLAY, PCC SLAB, GUARDRAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.545 1,635 003 TIME-RELATED OVERHEAD (LS) LS 140,000.0000 140,000.00 0.193 27,020.00 1.000 140,000 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.700 21,000 005 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.093 35,340.00 0.900 342,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 5,160.00 0.000 0 007 TEMPORARY PAVEMENT MARKER EA 5.0000 1,150.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.093 2,325.00 0.900 22,500 009 TEMPORARY RAILING (TYPE K) LF 16.0000 57,920.00 1,920.000 30,720.00 4,980.000 79,680 010 TEMPORARY CRASH CUSHION MODULE EA 100.0000 55,000.00 140.000 14,000.00 483.000 48,300 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,400.0000 16,800.00 3.000 4,200.00 9.000 12,600 012 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.093 2,325.00 0.900 22,500 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,500.0000 3,500.00 0.500 1,750 014 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 33,600.00 10.000 2,800.00 30.000 8,400 016 TEMPORARY FIBER ROLL LF 2.5000 20,000.00 392.000 980 017 TEMPORARY SILT FENCE (MODIFIED) LF 5.0000 1,400.00 0.000 0 018 STREET SWEEPING LS 75,000.0000 75,000.00 0.093 6,975.00 0.900 67,500 019 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.093 1,395.00 0.900 13,500 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 8,960.00 0.000 0 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.1000 11,900.00 5,200.000 520.00 39,156.200 3,915 022 NOISE MONITORING LS 5,000.0000 5,000.00 0.093 465.00 0.900 4,500 PROGRAM CAS145 PAGE 2 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 10:51 AM ESTIMATE NO. 005 BID OPENING 01/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE GUARDRAIL LF 5.5000 52,525.00 775.000 4,262.50 3,612.500 19,868 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,800.00 0.000 0 025 REMOVE PAVEMENT MARKER EA 1.0000 20,200.00 7,689.000 7,689.00 19,548.000 19,548 026 REMOVE ROADSIDE SIGN EA 100.0000 400.00 0.000 0 027 REMOVE ASPHALT CONCRETE DIKE LF 1.7000 26,520.00 514.000 873.80 1,261.900 2,145 028 REMOVE CULVERT (LF) LF 80.0000 4,880.00 54.000 4,320 029 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 030 REMOVE CONCRETE PAVEMENT AND BASE CY 200.0000 748,000.00 3,659.550 731,910 031 RECONSTRUCT GUARDRAIL LF 20.0000 240.00 0.000 0 032 ADJUST INLET EA 2,200.0000 41,800.00 0.000 0 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.1000 474,300.00 8,941.000 27,717.10 8,941.000 27,717 034 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 32.0000 8,320.00 255.600 8,179 035 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 8,730.00 864.000 7,776.00 1,026.890 9,242 036 REMOVE CRASH CUSHION (SAND FILLED) EA 800.0000 7,200.00 9.000 7,200.00 9.000 7,200 037 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 0.093 4,185.00 0.900 40,500 038 ROADWAY EXCAVATION CY 200.0000 36,000.00 25.000 5,000.00 25.000 5,000 039 ROADWAY EXCAVATION (TYPE Z-2) CY 270.0000 137,700.00 100.000 27,000.00 123.000 33,210 (AERIALLY DEPOSITED LEAD) 040 SHOULDER BACKING TON 600.0000 2,400.00 0.000 0 041 STRUCTURE EXCAVATION (TYPE Z-2) CY 172.0000 170,280.00 171.690 29,530 (AERIALLY DEPOSITED LEAD) 042 FIBER WEED CONTROL MAT SQYD 95.0000 12,350.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.0000 860.00 0.000 0 044 HYDROMULCH SQFT 0.6000 960.00 0.000 0 045 FIBER ROLLS LF 3.1000 7,037.00 0.000 0 046 HYDROSEED SQFT 0.6000 960.00 0.000 0 047 RAPID STRENGTH CONCRETE BASE CY 500.0000 495,000.00 813.640 406,820 048 LEAN CONCRETE BASE RAPID SETTING CY 262.0000 165,060.00 60.000 15,720.00 136.100 35,658 049 BASE BOND BREAKER SQYD 0.6000 5,376.00 7,432.120 4,459 PROGRAM CAS145 PAGE 3 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 10:51 AM ESTIMATE NO. 005 BID OPENING 01/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HIGH FRICTION SURFACE TREATMENT EPOXY SQYD 27.0000 134,730.00 0.000 0 RESIN 051 PREPAVING INERTIAL PROFILER LS 14,000.0000 14,000.00 0.500 7,000.00 0.500 7,000 052 REPLACE ASPHALT CONCRETE SURFACING CY 210.0000 67,200.00 78.160 16,413.60 78.160 16,413 053 HOT MIX ASPHALT (TYPE A) TON 105.0000 1,575,000.00 1,758.000 184,590.00 1,758.000 184,590 054 HOT MIX ASPHALT-OPEN GRADED TON 173.0000 24,220.00 0.000 0 (OPEN GRADED FRICTION COURSE) 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 941,500.00 2,600.000 455,000.00 2,600.000 455,000 056 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 160.0000 123,200.00 0.000 0 (OPEN GRADED FRICTION COURSE) 057 ASPHALT BINDER TON 200.0000 3,600.00 9.000 1,800.00 9.000 1,800 (GEOSYNTHETIC PAVEMENT INTERLAYER) 058 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 32,400.00 0.000 0 (PAVING MAT) 059 RUMBLE STRIP STA 35.0000 13,650.00 0.000 0 060 DATA CORE LS 10,000.0000 10,000.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 3,625.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 23,250.00 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 7,625.00 0.000 0 064 PLACE HOT MIX ASPHALT SQYD 28.0000 52,080.00 112.670 3,154.76 112.670 3,154 (MISCELLANEOUS AREA) 065 TACK COAT TON 800.0000 58,400.00 0.000 0 066 JOINTED PLAIN CONCRETE PAVEMENT CY 650.0000 1,794,000.00 2,843.560 1,848,314 (RSC) 067 DRILL AND BOND (DOWEL BAR) EA 8.0000 49,200.00 5,299.000 42,392 068 ISOLATION JOINT SEAL (PREFORMED LF 4.4000 41,580.00 0.000 0 COMPRESSION) 069 GRIND EXISTING CONCRETE SQYD 4.1500 730,400.00 59,992.450 248,968.67 162,800.860 675,623 PAVEMENT 070 AGGREGATE BASE (APPROACH SLAB) CY 28.0000 280.00 5.750 161.00 13.750 385 071 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 101,000.00 77.000 77,000.00 93.000 93,000 (TYPE R) 072 MINOR CONCRETE (MINOR STRUCTURE) CY 875.0000 71,487.50 8.000 7,000.00 18.600 16,275 (F) 073 PAVING NOTCH EXTENSION CF 250.0000 17,250.00 16.000 4,000.00 60.000 15,000 074 JOINT SEAL (MR 1") LF 50.0000 4,650.00 0.000 0 075 INSTALL REMOVABLE SIGN PANEL FRAME LB 8.4000 18,480.00 0.000 0 076 FURNISH REMOVABLE SIGN PANEL FRAME LB 3.5000 7,700.00 0.000 0 WITH SIGN PANELS ATTACHED PROGRAM CAS145 PAGE 4 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 10:51 AM ESTIMATE NO. 005 BID OPENING 01/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 119,700.00 0.000 0 078 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 5,750.00 0.000 0 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,140.00 0.000 0 (0.080"-UNFRAMED) 080 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 0.000 0 081 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.4000 60,680.00 0.000 0 082 18" ALTERNATIVE PIPE CULVERT LF 85.0000 100,300.00 272.000 23,120.00 410.000 34,850 083 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 11,400.00 0.000 0 CONSTRUCTION) 084 MISCELLANEOUS IRON AND STEEL LB 1.5000 7,824.00 1,630.000 2,445.00 3,586.000 5,379 (F) 085 DELINEATOR (CLASS 1) EA 30.0000 15,600.00 0.000 0 086 OBJECT MARKER (TYPE P) EA 45.0000 1,305.00 0.000 0 087 OBJECT MARKER (TYPE K-1) EA 30.0000 30.00 0.000 0 088 OBJECT MARKER (TYPE K-2) EA 35.0000 35.00 0.000 0 089 OBJECT MARKER (TYPE L-1) EA 35.0000 735.00 0.000 0 090 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.5000 56,250.00 100.000 2,250.00 1,212.500 27,281 091 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 25.0000 107,000.00 212.500 5,312.50 1,050.000 26,250 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 195,000.00 2,925.000 175,500.00 2,925.000 175,500 093 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 131,200.00 9.000 28,800.00 13.000 41,600 094 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 9,100.00 3.000 1,950.00 9.000 5,850 095 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 2.000 6,000.00 3.000 9,000 096 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 43,700.00 4.000 9,200.00 6.000 13,800 097 CRASH CUSHION, SAND FILLED EA 5,500.0000 22,000.00 0.000 0 098 CRASH CUSHION (TYPE SCL100GM) EA 35,000.0000 210,000.00 3.000 105,000.00 3.000 105,000 099 CONCRETE BARRIER (TYPE 60) LF 94.0000 117,500.00 0.000 0 100 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 326.0000 101,060.00 150.000 48,900 101 CONCRETE BARRIER (ANCHOR BLOCK) LF 350.0000 164,500.00 119.350 41,772 102 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 103 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1600 21,600.00 37,851.000 6,056.16 77,851.000 12,456 PROGRAM CAS145 PAGE 5 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 10:51 AM ESTIMATE NO. 005 BID OPENING 01/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 52,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 976.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 15,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,130.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 48,900.00 0.000 0 (BROKEN 34-14)(ENHANCED WET NIGHT VISIBILTY) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 25,530.00 723.000 1,337.55 6,243.000 11,549 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 22,587.50 1,563.000 5,079.75 1,563.000 5,079 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 112 LIGHTING AND SIGN ILLUMINATION LS 265,000.0000 265,000.00 0.100 26,500.00 0.650 172,250 113 TRAFFIC OPERATION SYSTEM LS 375,000.0000 375,000.00 0.100 37,500.00 0.550 206,250 PROGRAM CAS145 PAGE 6 DATE 09/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 10:51 AM ESTIMATE NO. 005 BID OPENING 01/15/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 09/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,676,647.39 6,486,785.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 16,488.93 85,174.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,693,136.32 6,571,960.03 114 MOBILIZATION LS 1,007,000.0000 1,007,000.00 0.050 50,350.00 1.000 1,007,000 ORIGINAL CONTRACT AMOUNT 12,690,408.00 TOTAL WORK COMPLETED 1,743,486.32 7,578,960.03 MATERIALS ON HAND ON SITE 175,236.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -15,327.00 -70,436.00 TOTAL 1,728,159.32 7,683,760.56 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 03/10/15 88 05/04/15 05/04/15 10/01/15 89 9 10 0 59% 91% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO DAYS DEFERRED AHMADZADEH, ALI RESIDENT ENGINEER PROGRAM CAS145 DATE 09/17/15