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 04/22/19 EST. NO. 014 TIME 02:54 PM R.E. NAME: NGUYEN, VERNON 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 --------------------------------------------------------------------------- 001 0022 11,713.04 E.W. @ F.A.(+) 022819 Y 0133.0 009 0018 10,980.30 E.W. @ L.S.(+) 042019 N 0018 0 013 0013 5,898.22 E.W. @ F.A.(+) 092218 N 0054.0 0017 4,687.54 012419 N 0132.0 0018 22,618.71 091118 N 0135.0 55,897.81 TOTAL THIS ESTIMATE 410,378.63 TOTAL PREVIOUS ESTIMATE 466,276.44 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 04/22/19 EST. NO. 014 TIME 02:54 PM R.E. NAME: NGUYEN, VERNON 04-4H5804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COZEEP TRAFFIC BREAK -5,520.00 003 CHP TRAFFIC BREAK -4,140.00 005 TRAFFIC BREAK -7,360.00 008 0.00 -17,020.00 TOTAL DEDUCTIONS 0.00 -17,020.00 PROGRAM CAS145 PAGE 1 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 LOCATION 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 0.500 1,500.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.050 200.00 0.550 2,200 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,950.0000 731,250.00 122.000 237,900 004 CONSTRUCTION AREA SIGNS LS 63,500.0000 63,500.00 0.750 47,625 005 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.050 60,000.00 0.550 660,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 8.0000 9,680.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,600.00 50.000 1,750.00 119.000 4,165 008 TEMPORARY PAVEMENT MARKER EA 25.0000 400.00 0.000 0 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 100,000.0000 100,000.00 0.050 5,000.00 0.550 55,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.050 1,500.00 0.550 16,500 011 TEMPORARY RAILING (TYPE K) LF 30.0000 49,800.00 440.000 13,200.00 1,080.000 32,400 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,800.0000 44,800.00 4.000 11,200.00 11.000 30,800 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.050 3,750.00 0.550 41,250 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.792 2,217 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 36,500.00 3.000 1,500.00 13.000 6,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 1,800.00 3.000 225 017 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 90.000 11,250.00 352.000 44,000 020 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 0.550 192,500 PROGRAM CAS145 PAGE 2 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 10,000 024 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 39,129.600 4,304.26 99,102.100 10,901 026 NOISE MONITORING LS 4,000.0000 4,000.00 0.500 2,000 027 REMOVE CONCRETE (SQYD) SQYD 100.0000 4,700.00 47.000 4,700 028 TEMPORARY HIGH-VISIBILITY FENCE LF 2.5500 28,560.00 3,411.000 8,698 029 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.050 5,000.00 0.550 55,000 030 ROADWAY EXCAVATION (TYPE Z-2) CY 400.0000 18,000.00 60.000 24,000 (AERIALLY DEPOSITED LEAD) 031 DITCH EXCAVATION CY 200.0000 4,000.00 20.000 4,000 032 DITCH EXCAVATION (TYPE Z-2) CY 600.0000 9,000.00 15.000 9,000 (AERIALLY DEPOSITED LEAD) 033 IMPORTED BORROW (CY) CY 50.0000 7,500.00 75.000 3,750.00 150.000 7,500 034 ROADSIDE CLEARING LS 900.0000 900.00 1.000 900 035 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 0.750 11,250 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 0.020 500 (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 5,920.00 170.000 1,360 (F) (SUPPLY LINE) 048 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 6,030.00 40.000 360 (F) (SUPPLY LINE) 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,900.00 150.000 12,900 051 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 92.550 22,212.00 403.000 96,720 058 CLASS 3 AGGREGATE BASE (CY) CY 100.0000 12,000.00 35.560 3,556 059 LEAN CONCRETE BASE RAPID SETTING CY 500.0000 435,000.00 1,148.380 574,190 060 BASE BOND BREAKER SQYD 3.0000 22,260.00 8,071.560 24,214 061 HIGH FRICTION SURFACE TREATMENT SQYD 23.5000 168,025.00 4,565.000 107,277 062 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.050 750.00 0.550 8,250 063 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 0.550 206,250 065 REPLACE ASPHALT CONCRETE SURFACING CY 280.0000 1,052,800.00 1,140.000 319,200 066 PRIME COAT TON 4,000.0000 2,800.00 0.158 632.00 0.375 1,500 067 HOT MIX ASPHALT (TYPE A) TON 170.0000 204,000.00 128.120 21,780.40 580.650 98,710 068 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 14,310,000.00 59,101.460 6,264,754 069 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 135.0000 7,816,500.00 19,981.030 2,697,439 (OPEN GRADED FRICTION COURSE) 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2500 1,800.00 499.000 1,122 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 45,000.00 6,378.000 14,350 072 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 10,867.50 3,393.000 7,634 073 PLACE HOT MIX ASPHALT SQYD 1,100.0000 4,400.00 0.000 0 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 565,000.00 314.540 157,270 075 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 17,780.00 4,384.000 3,068.80 15,513.000 10,859 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0500 4,392,000.00 531,000.000 1,619,550 PROGRAM CAS145 PAGE 4 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 110,000.00 860.620 172,124 078 PRECAST JOINTED CONCRETE PAVEMENT (PJCP) CY 975.0000 2,174,250.00 2,538.830 2,475,359 079 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 12.0000 38,880.00 2,923.000 35,076.00 4,433.210 53,198 080 REMOVE CONCRETE PAVEMENT AND BASE CY 85.0000 263,500.00 2,754.610 234,141 081 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 22,200.00 118.960 35,688 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,300.0000 958,100.00 737.000 958,100 (TYPE R) 083 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 19,200.00 3.460 13,840 (F) 084 MINOR CONCRETE (BACKFILL) CY 5,000.0000 3,000.00 0.600 3,000 (F) 085 PAVING NOTCH EXTENSION CF 265.0000 71,285.00 236.520 62,677 086 CLEAN EXPANSION JOINT LF 22.0000 8,492.00 696.000 15,312 087 JOINT SEAL (MR 1/2") LF 27.0000 8,856.00 328.000 8,856 088 JOINT SEAL (MR 1") LF 31.0000 11,408.00 368.000 11,408 089 REMOVE PEDESTRIAN BARRICADE EA 100.0000 100.00 0.000 0 090 PEDESTRIAN BARRICADE EA 600.0000 1,200.00 2.000 1,200 091 18" PLASTIC PIPE LF 240.0000 9,360.00 39.000 9,360 092 18" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 093 REMOVE CULVERT (LF) LF 32.0000 1,216.00 38.000 1,216 094 REMOVE INLET EA 1,900.0000 5,700.00 2.000 3,800 095 REMOVE GRATE EA 225.0000 450.00 2.000 450 096 REMOVE FLARED END SECTION (EA) EA 700.0000 700.00 1.000 700 097 ROCK SLOPE PROTECTION CY 600.0000 3,000.00 5.000 3,000 (60 LB, CLASS II, METHOD B) (CY) 098 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 100.0000 500.00 5.000 500 099 DETECTABLE WARNING SURFACE SQFT 46.0000 3,542.00 77.000 3,542 100 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,041.0000 343,530.00 41.000 42,681.00 347.690 361,945 CURB RAMP) 101 REMOVE CONCRETE CURB (CY) CY 320.0000 41,600.00 46.240 14,796.80 189.300 60,576 102 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 31.0000 43,400.00 413.160 12,807.96 1,858.450 57,611 103 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 9,000.00 4.500 4,500.00 9.000 9,000 PROGRAM CAS145 PAGE 5 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,960.00 695.000 2,085 (F) 105 INLET GRATE EA 600.0000 1,200.00 2.000 1,200 106 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 17,920.00 129.000 2,064.00 357.000 5,712 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 69,600.00 7,426.000 29,704 111 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 259,600.00 962.500 21,175.00 5,102.500 112,255 125 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 28.0000 39,200.00 800.000 22,400.00 4,546.900 127,313 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.2200 612,078.60 836.770 67,125.69 2,791.770 223,955 127 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 9.000 35,100.00 28.000 109,200 PROGRAM CAS145 PAGE 6 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 11,200.00 38.000 26,600 130 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 70,200.00 7.000 18,900.00 21.000 56,700 131 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 134,400.00 17.000 40,800.00 32.000 76,800 132 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 9.330 6,139.14 210.330 138,397 (F) 137 REMOVE GUARDRAIL LF 6.0000 109,200.00 2,450.000 14,700.00 11,657.500 69,945 138 REMOVE CRASH CUSHION EA 3,000.0000 6,000.00 0.000 0 139 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 93,500.00 8,613.000 47,371 (ENHANCED WET NIGHT VISIBILITY) 140 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 4.0000 33,960.00 14,410.000 57,640 141 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 3,796.000 2,657 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 301,000.00 127,545.000 89,281 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 316,800.00 137,728.000 123,955 (ENHANCED WET NIGHT VISIBILITY) 146 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 99,440.00 19,297.000 42,453 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 29,400.00 9,900.000 13,860 (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 0.063 116,550.00 0.394 728,900 151 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,300,000.0000 2,300,000.00 0.014 32,200.00 0.151 347,300 PROGRAM CAS145 PAGE 7 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 02:54 PM ESTIMATE NO. 014 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 04/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 706,813.05 20,743,293.56 ADJUSTMENT OF COMPENSATION 0.00 43,824.24 EXTRA WORK 55,897.81 422,452.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 762,710.86 21,209,570.00 152 MOBILIZATION LS 3,755,000.0000 3,755,000.00 0.950 3,567,250 ORIGINAL CONTRACT AMOUNT 48,433,456.10 TOTAL WORK COMPLETED 762,710.86 24,776,820.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -17,020.00 TOTAL 762,710.86 24,759,800.00 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 04/30/20 117 116 0 0 49% 31% PROGRESS IS SATISFACTORY NGUYEN, VERNON RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/19