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 08/11/16 EST. NO. 016 TIME 11:15 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 0047 1,231.88 E.W. @ F.A.(+) 020316 N 0246.0 0050 1,509.88 021116 N 0300.0 0052 2,815.78 111715 N 0336.0 005 0008 2,230.44 E.W. @ F.A.(+) 020816 N 0248.0 0011 590.39 040416 N 0313.0 0012 808.01 040516 N 0315.0 0015 12,671.42 051616 N 0342.0 006 0008 1,275.13 E.W. @ F.A.(+) 061815 N 0044.1 0043 4,726.18 022316 N 0268.0 0044 2,849.64 022216 N 0269.0 0045 3,053.74 022316 N 0270.0 008 0079 5,446.57 E.W. @ F.A.(+) 092415 N 0330.0 0081 1,678.29 051916 N 0347.0 010 0004 375.14 E.W. @ F.A.(+) 031416 N 0308.0 0005 418.70 031516 N 0309.0 020 0003 -51,313.65 A.C. @ U.P.(-) 060216 N 5000 0 -9,632.46 TOTAL THIS ESTIMATE 821,012.94 TOTAL PREVIOUS ESTIMATE 811,380.48 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 08/11/16 EST. NO. 016 TIME 11:15 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 0.00 -70,436.00 TOTAL DEDUCTIONS 0.00 -70,436.00 PROGRAM CAS145 PAGE 1 DATE 08/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 11:15 AM ESTIMATE NO. 016 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 08/08/16 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 08/11/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.250 750.00 1.000 3,000 003 TIME-RELATED OVERHEAD (LS) LS 140,000.0000 140,000.00 1.000 140,000 004 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 1.000 30,000 005 TRAFFIC CONTROL SYSTEM LS 380,000.0000 380,000.00 0.010 3,800.00 1.000 380,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 5,160.00 7,591.000 11,386 007 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 0.010 250.00 1.000 25,000 009 TEMPORARY RAILING (TYPE K) LF 16.0000 57,920.00 6,060.000 96,960 010 TEMPORARY CRASH CUSHION MODULE EA 100.0000 55,000.00 547.000 54,700 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,400.0000 16,800.00 16.000 22,400 012 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.010 250.00 1.000 25,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,500.0000 3,500.00 0.010 35.00 1.000 3,500 014 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 33,600.00 120.000 33,600 016 TEMPORARY FIBER ROLL LF 2.5000 20,000.00 542.000 1,355 017 TEMPORARY SILT FENCE (MODIFIED) LF 5.0000 1,400.00 0.000 0 018 STREET SWEEPING LS 75,000.0000 75,000.00 0.010 750.00 1.000 75,000 019 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 8,960.00 1,420.000 1,136.00 7,926.000 6,340 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.1000 11,900.00 102,335.960 10,233 022 NOISE MONITORING LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 08/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 11:15 AM ESTIMATE NO. 016 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 08/08/16 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 08/11/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,275.000 45,512 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,800.00 6,566.000 2,626.40 25,858.000 10,343 025 REMOVE PAVEMENT MARKER EA 1.0000 20,200.00 20,136.000 20,136 026 REMOVE ROADSIDE SIGN EA 100.0000 400.00 3.000 300 027 REMOVE ASPHALT CONCRETE DIKE LF 1.7000 26,520.00 12,049.900 20,484 028 REMOVE CULVERT (LF) LF 80.0000 4,880.00 64.000 5,120 029 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 13.000 28,600 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.1000 474,300.00 141,775.090 439,502 034 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 32.0000 8,320.00 307.360 9,835 035 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 8,730.00 1,078.890 9,710 036 REMOVE CRASH CUSHION (SAND FILLED) EA 800.0000 7,200.00 9.000 7,200 037 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 1.000 45,000 038 ROADWAY EXCAVATION CY 200.0000 36,000.00 194.000 38,800 039 ROADWAY EXCAVATION (TYPE Z-2) CY 270.0000 137,700.00 129.000 34,830 (AERIALLY DEPOSITED LEAD) 040 SHOULDER BACKING TON 600.0000 2,400.00 3.500 2,100 041 STRUCTURE EXCAVATION (TYPE Z-2) CY 172.0000 170,280.00 585.190 100,652 (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 1,200.000 2,400 044 HYDROMULCH SQFT 0.6000 960.00 2,700.000 1,620 045 FIBER ROLLS LF 3.1000 7,037.00 2,400.000 7,440 046 HYDROSEED SQFT 0.6000 960.00 1,600.000 960 047 RAPID STRENGTH CONCRETE BASE CY 500.0000 495,000.00 813.640 406,820 048 LEAN CONCRETE BASE RAPID SETTING CY 262.0000 165,060.00 569.400 149,182 049 BASE BOND BREAKER SQYD 0.6000 5,376.00 7,432.120 4,459 PROGRAM CAS145 PAGE 3 DATE 08/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 11:15 AM ESTIMATE NO. 016 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 08/08/16 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 08/11/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 1,400.00 1.000 14,000 052 REPLACE ASPHALT CONCRETE SURFACING CY 210.0000 67,200.00 346.820 72,832 053 HOT MIX ASPHALT (TYPE A) TON 105.0000 1,575,000.00 43.880 4,607.40 14,132.290 1,483,890 054 HOT MIX ASPHALT-OPEN GRADED TON 173.0000 24,220.00 197.720 34,205 (OPEN GRADED FRICTION COURSE) 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 941,500.00 6,907.950 1,208,891 056 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 160.0000 123,200.00 943.950 151,032 (OPEN GRADED FRICTION COURSE) 057 ASPHALT BINDER TON 200.0000 3,600.00 17.260 3,452 (GEOSYNTHETIC PAVEMENT INTERLAYER) 058 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 32,400.00 15,447.710 30,895 (PAVING MAT) 059 RUMBLE STRIP STA 35.0000 13,650.00 385.560 13,494 060 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 11.000 27.50 1,461.000 3,652 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 23,250.00 6,801.000 17,002 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 7,625.00 2,022.000 5,055 064 PLACE HOT MIX ASPHALT SQYD 28.0000 52,080.00 281.670 7,886 (MISCELLANEOUS AREA) 065 TACK COAT TON 800.0000 58,400.00 80.410 64,328 066 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 730,400.00 174,716.410 725,073 PAVEMENT 070 AGGREGATE BASE (APPROACH SLAB) CY 28.0000 280.00 13.750 385 071 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 101,000.00 93.000 93,000 (TYPE R) 072 MINOR CONCRETE (MINOR STRUCTURE) CY 875.0000 71,487.50 37.500 32,812 (F) 073 PAVING NOTCH EXTENSION CF 250.0000 17,250.00 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 2,197.000 18,454 076 FURNISH REMOVABLE SIGN PANEL FRAME LB 3.5000 7,700.00 2,197.000 7,689 WITH SIGN PANELS ATTACHED PROGRAM CAS145 PAGE 4 DATE 08/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 11:15 AM ESTIMATE NO. 016 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 08/08/16 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 08/11/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,976.130 119,641 078 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 5,750.00 221.670 5,541 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,140.00 56.000 840 (0.080"-UNFRAMED) 080 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 3.000 600 081 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 7.4000 60,680.00 8,200.000 60,680 082 18" ALTERNATIVE PIPE CULVERT LF 85.0000 100,300.00 725.000 61,625 083 MINOR CONCRETE (MISCELLANEOUS CY 950.0000 11,400.00 11.500 10,925 CONSTRUCTION) 084 MISCELLANEOUS IRON AND STEEL LB 1.5000 7,824.00 4,564.000 6,846 (F) 085 DELINEATOR (CLASS 1) EA 30.0000 15,600.00 462.000 13,860 086 OBJECT MARKER (TYPE P) EA 45.0000 1,305.00 26.000 1,170 087 OBJECT MARKER (TYPE K-1) EA 30.0000 30.00 1.000 30 088 OBJECT MARKER (TYPE K-2) EA 35.0000 35.00 1.000 35 089 OBJECT MARKER (TYPE L-1) EA 35.0000 735.00 21.000 735 090 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.5000 56,250.00 2,187.000 49,207 091 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 25.0000 107,000.00 3,825.000 95,625 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 195,000.00 2,925.000 175,500 093 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 131,200.00 36.000 115,200 094 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 9,100.00 12.000 7,800 095 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 8.000 24,000 096 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 43,700.00 13.000 29,900 097 CRASH CUSHION, SAND FILLED EA 5,500.0000 22,000.00 2.000 11,000 098 CRASH CUSHION (TYPE SCL100GM) EA 35,000.0000 210,000.00 1.000 35,000.00 6.000 210,000 099 CONCRETE BARRIER (TYPE 60) LF 94.0000 117,500.00 1,199.000 112,706 100 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 326.0000 101,060.00 303.600 98,973 101 CONCRETE BARRIER (ANCHOR BLOCK) LF 350.0000 164,500.00 468.230 163,880 102 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,900.00 838.000 4,190 (ENHANCED WET NIGHT VISIBILITY) 103 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1600 21,600.00 77,851.000 12,456 PROGRAM CAS145 PAGE 5 DATE 08/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 11:15 AM ESTIMATE NO. 016 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 08/08/16 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 08/11/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 52,080.00 128,913.000 54,143 (ENHANCED WET NIGHT VISIBILITY) 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 976.00 1,547.000 495 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 15,800.00 16,849.000 16,849 (ENHANCED WET NIGHT VISIBILITY) 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,130.00 7,772.000 7,772 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 48,900.00 161,591.000 48,477 (BROKEN 34-14)(ENHANCED WET NIGHT VISIBILTY) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 25,530.00 14,255.000 26,371 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 22,587.50 6,248.000 20,306 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 112 LIGHTING AND SIGN ILLUMINATION LS 265,000.0000 265,000.00 0.050 13,250.00 1.000 265,000 113 TRAFFIC OPERATION SYSTEM LS 375,000.0000 375,000.00 0.050 18,750.00 1.000 375,000 PROGRAM CAS145 PAGE 6 DATE 08/11/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H2214 TIME 11:15 AM ESTIMATE NO. 016 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 08/08/16 R.E. NAME: AHMADZADEH, ALI DATE OF THIS ESTIMATE 08/11/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 83,432.30 11,174,017.64 ADJUSTMENT OF COMPENSATION -51,313.65 10,459.35 EXTRA WORK 41,681.19 800,921.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 73,799.84 11,985,398.12 114 MOBILIZATION LS 1,007,000.0000 1,007,000.00 1.000 1,007,000 ORIGINAL CONTRACT AMOUNT 12,690,408.00 TOTAL WORK COMPLETED 73,799.84 12,992,398.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -70,436.00 TOTAL 73,799.84 12,921,962.12 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 03/10/15 88 05/04/15 05/04/15 08/08/16 113 207 25 0 100% 100% AHMADZADEH, ALI RESIDENT ENGINEER PROGRAM CAS145 DATE 08/11/16