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 06/18/18 EST. NO. 002 TIME 05:18 PM R.E. NAME: LE, ROBERT 04-4H5804 --------------------------------------------------------------------------- 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 06/18/18 EST. NO. 002 TIME 05:18 PM R.E. NAME: LE, ROBERT 04-4H5804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-11.8/27.5 ----------------------- O.C. JONES & SONS, INC. NEAR UNION CITY, FROM 0.4 MILE 1520 FOURTH STREET NORTH OF FREMONT BLVD OVERCROSSING BERKELEY CA 94710 TO A STREET UNDERCROSSING;ALSO 0.1 MILE SOUTH OF WASHINGTON AVENUE OVERCROSSING TO S OF HIGH STREET UC FED. AID NO. ACIM-8801(81)E REHABILITATE PAVEMENT. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.000 0 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,950.0000 731,250.00 22.000 42,900.00 27.000 52,650 004 CONSTRUCTION AREA SIGNS LS 63,500.0000 63,500.00 0.400 25,400 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.050 60,000.00 0.050 60,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 8.0000 9,680.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,600.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 25.0000 400.00 0.000 0 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 100,000.0000 100,000.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.050 1,500.00 0.050 1,500 011 TEMPORARY RAILING (TYPE K) LF 30.0000 49,800.00 0.000 0 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,800.0000 44,800.00 0.000 0 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.050 3,750.00 0.050 3,750 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.014 39.20 0.764 2,139 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 36,500.00 0.000 0 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 1,800.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 018 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 2,120.00 0.000 0 (BONDED FIBER MATRIX) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 56,250.00 63.000 7,875 020 TEMPORARY FIBER ROLL LF 3.3000 10,560.00 0.000 0 021 TEMPORARY SILT FENCE LF 3.5000 2,800.00 0.000 0 022 STREET SWEEPING LS 350,000.0000 350,000.00 0.050 17,500.00 0.050 17,500 PROGRAM CAS145 PAGE 2 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.000 0 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 141,600.00 0.000 0 STRIPE (HAZARDOUS WASTE) 025 TREATED WOOD WASTE LB 0.1100 25,850.00 0.000 0 026 NOISE MONITORING LS 4,000.0000 4,000.00 0.500 2,000 027 REMOVE CONCRETE (SQYD) SQYD 100.0000 4,700.00 0.000 0 028 TEMPORARY HIGH-VISIBILITY FENCE LF 2.5500 28,560.00 459.000 1,170 029 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.000 0 030 ROADWAY EXCAVATION (TYPE Z-2) CY 400.0000 18,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 031 DITCH EXCAVATION CY 200.0000 4,000.00 0.000 0 032 DITCH EXCAVATION (TYPE Z-2) CY 600.0000 9,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 033 IMPORTED BORROW (CY) CY 50.0000 7,500.00 0.000 0 034 ROADSIDE CLEARING LS 900.0000 900.00 0.000 0 035 RELOCATE VALVES AND ASSEMBLIES EA 200.0000 2,000.00 0.000 0 036 WEED CONTROL MAT (RUBBER) SQYD 55.0000 63,800.00 0.000 0 037 CHECK AND TEST EXISTING IRRIGATION LS 15,000.0000 15,000.00 0.050 750.00 0.050 750 FACILITIES 038 REMOVE IRRIGATION FACILITY LS 1,500.0000 1,500.00 0.000 0 039 CONTROL AND NEUTRAL CONDUCTORS LS 25,000.0000 25,000.00 0.000 0 (ARMOR-CLAD) 040 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 48.0000 192.00 0.000 0 041 RISER SPRINKLER ASSEMBLY EA 22.0000 946.00 0.000 0 042 POP-UP SPRINKLER ASSEMBLY EA 48.0000 240.00 0.000 0 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 1,520.00 0.000 0 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 1,150.00 0.000 0 (F) LINE) 045 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,440.00 0.000 0 (F) (SUPPLY LINE) 046 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 420.00 0.000 0 (F) (SUPPLY LINE) 047 2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 5,920.00 0.000 0 (F) (SUPPLY LINE) 048 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 6,030.00 0.000 0 (F) (SUPPLY LINE) 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 10" WELDED STEEL PIPE CONDUIT LF 86.0000 12,900.00 0.000 0 051 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 750.00 0.000 0 052 HYDROMULCH SQFT 0.8000 1,040.00 0.000 0 053 FIBER ROLLS LF 4.0000 800.00 0.000 0 054 HYDROSEED SQFT 1.0000 2,050.00 0.000 0 055 COMPOST (CY) CY 400.0000 6,000.00 0.000 0 056 INCORPORATE MATERIALS SQFT 6.0000 4,500.00 0.000 0 057 CLASS 2 AGGREGATE BASE (CY) CY 240.0000 117,600.00 0.000 0 058 CLASS 3 AGGREGATE BASE (CY) CY 100.0000 12,000.00 0.000 0 059 LEAN CONCRETE BASE RAPID SETTING CY 500.0000 435,000.00 0.000 0 060 BASE BOND BREAKER SQYD 3.0000 22,260.00 0.000 0 061 HIGH FRICTION SURFACE TREATMENT SQYD 23.5000 168,025.00 0.000 0 062 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.050 750.00 0.050 750 063 PREPAVING GRINDING DAY EA 7,500.0000 105,000.00 0.000 0 064 INTELLIGENT COMPACTION LS 375,000.0000 375,000.00 0.050 18,750.00 0.050 18,750 065 REPLACE ASPHALT CONCRETE SURFACING CY 280.0000 1,052,800.00 0.000 0 066 PRIME COAT TON 4,000.0000 2,800.00 0.000 0 067 HOT MIX ASPHALT (TYPE A) TON 170.0000 204,000.00 0.000 0 068 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 14,310,000.00 5,630.770 596,861.62 5,630.770 596,861 069 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 135.0000 7,816,500.00 0.000 0 (OPEN GRADED FRICTION COURSE) 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2500 1,800.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 45,000.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 10,867.50 0.000 0 073 PLACE HOT MIX ASPHALT SQYD 1,100.0000 4,400.00 0.000 0 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 565,000.00 45.550 22,775.00 45.550 22,775 075 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 17,780.00 0.000 0 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0500 4,392,000.00 49,580.000 151,219.00 49,580.000 151,219 PROGRAM CAS145 PAGE 4 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE BASE AND SURFACING CY 200.0000 110,000.00 0.000 0 078 PRECAST JOINTED CONCRETE PAVEMENT (PJCP) CY 975.0000 2,174,250.00 0.000 0 079 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 12.0000 38,880.00 0.000 0 080 REMOVE CONCRETE PAVEMENT AND BASE CY 85.0000 263,500.00 0.000 0 081 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 22,200.00 0.000 0 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,300.0000 958,100.00 0.000 0 (TYPE R) 083 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 19,200.00 0.000 0 (F) 084 MINOR CONCRETE (BACKFILL) CY 5,000.0000 3,000.00 0.000 0 (F) 085 PAVING NOTCH EXTENSION CF 265.0000 71,285.00 0.000 0 086 CLEAN EXPANSION JOINT LF 22.0000 8,492.00 0.000 0 087 JOINT SEAL (MR 1/2") LF 27.0000 8,856.00 0.000 0 088 JOINT SEAL (MR 1") LF 31.0000 11,408.00 0.000 0 089 REMOVE PEDESTRIAN BARRICADE EA 100.0000 100.00 0.000 0 090 PEDESTRIAN BARRICADE EA 600.0000 1,200.00 0.000 0 091 18" PLASTIC PIPE LF 240.0000 9,360.00 0.000 0 092 18" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0 093 REMOVE CULVERT (LF) LF 32.0000 1,216.00 0.000 0 094 REMOVE INLET EA 1,900.0000 5,700.00 0.000 0 095 REMOVE GRATE EA 225.0000 450.00 0.000 0 096 REMOVE FLARED END SECTION (EA) EA 700.0000 700.00 0.000 0 097 ROCK SLOPE PROTECTION CY 600.0000 3,000.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 098 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 100.0000 500.00 0.000 0 099 DETECTABLE WARNING SURFACE SQFT 46.0000 3,542.00 0.000 0 100 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,041.0000 343,530.00 0.000 0 CURB RAMP) 101 REMOVE CONCRETE CURB (CY) CY 320.0000 41,600.00 0.000 0 102 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 31.0000 43,400.00 0.000 0 103 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 3.0000 3,960.00 0.000 0 (F) 105 INLET GRATE EA 600.0000 1,200.00 0.000 0 106 CHAIN LINK FENCE (TYPE CL-6) LF 100.0000 2,200.00 0.000 0 107 REMOVE FENCE LF 50.0000 1,100.00 0.000 0 108 DELINEATOR (CLASS 1) EA 35.0000 20,650.00 0.000 0 109 GUARD RAILING DELINEATOR EA 16.0000 17,920.00 0.000 0 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 69,600.00 0.000 0 111 OBJECT MARKER (TYPE P) EA 60.0000 2,940.00 0.000 0 112 OBJECT MARKER (TYPE L-1) EA 40.0000 3,840.00 0.000 0 113 REMOVE ROADSIDE SIGN (WOOD POST) EA 75.0000 25,500.00 0.000 0 114 REMOVE ROADSIDE SIGN EA 50.0000 4,450.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 115 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.5000 19,380.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.5000 25,800.00 0.000 0 (.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 14,640.00 0.000 0 (.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 13,860.00 0.000 0 (.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 70,380.00 0.000 0 (.080" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 RETROREFLECTIVE SHEETING (TYPE XI) EA 4.2500 46,750.00 0.000 0 121 ROADSIDE SIGN - ONE POST EA 250.0000 65,000.00 0.000 0 122 ROADSIDE SIGN - TWO POST EA 350.0000 52,500.00 0.000 0 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 16,000.00 0.000 0 METHOD) 124 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.0000 259,600.00 0.000 0 125 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 28.0000 39,200.00 0.000 0 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.2200 612,078.60 0.000 0 127 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 42.0000 2,100.00 0.000 0 (WOOD POST) 128 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 187,200.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 31,500.00 0.000 0 130 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 70,200.00 0.000 0 131 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 134,400.00 0.000 0 132 ALTERNATIVE CRASH CUSHION EA 26,500.0000 53,000.00 0.000 0 133 CONCRETE BARRIER (TYPE 60) LF 260.0000 18,720.00 0.000 0 134 CONCRETE BARRIER (TYPE 60G) LF 316.0000 211,720.00 0.000 0 135 CONCRETE BARRIER (TYPE 60GE) LF 487.0000 43,830.00 0.000 0 136 CONCRETE BARRIER TRANSITION LF 658.0000 187,530.00 0.000 0 (F) 137 REMOVE GUARDRAIL LF 6.0000 109,200.00 0.000 0 138 REMOVE CRASH CUSHION EA 3,000.0000 6,000.00 0.000 0 139 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 93,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 140 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 4.0000 33,960.00 0.000 0 141 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,758.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 142 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 3.0000 36,300.00 0.000 0 (BROKEN 17-7) 143 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 9,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 301,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 316,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 146 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 99,440.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 29,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 148 12" RUMBLE STRIP STA 54.0000 34,020.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 149 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 150 RECTANGULAR RAPID FLASHING BEACON LS 1,850,000.0000 1,850,000.00 0.000 0 151 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,300,000.0000 2,300,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 06/18/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 05:18 PM ESTIMATE NO. 002 BID OPENING 12/13/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/18 R.E. NAME: LE, ROBERT DATE OF THIS ESTIMATE 06/18/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 916,794.82 965,090.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 916,794.82 965,090.27 152 MOBILIZATION LS 3,755,000.0000 3,755,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 48,433,456.10 TOTAL WORK COMPLETED 916,794.82 965,090.27 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 916,794.82 965,090.27 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 03/20/18 375 05/14/18 05/14/18 11/13/19 22 0 0 0 2% 6% PROGRESS IS SATISFACTORY LE, ROBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/18