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 12/20/19 EST. NO. 022 TIME 01:49 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 0060 394.63 E.W. @ F.A.(+) 110619 N 0277.0 0061 1,288.29 111519 N 0289.0 0062 1,338.13 111119 N 0290.0 0065 3,593.04 092519 N 0287.0 0066 27,794.89 100119 N 0285.0 0067 1,179.42 100119 N 0286.0 0069 1,600.00 111519 N 282.20 0070 1,587.64 103019 N 0296.0 0071 1,052.04 120519 N 0297.0 0072 3,967.89 112019 N 0301.0 0073 12,342.07 112619 N 0302.0 0074 6,872.83 112219 N 0303.0 0075 6,629.15 112519 N 0304.0 0076 11,744.62 112119 N 0305.0 0077 2,200.00 120919 N 0306.0 0078 17,134.23 093019 N 0309.0 0079 609.57 093019 N 0310.0 0080 3,414.13 080519 N 0223.1 0081 5,425.62 080519 N 0225.1 003 0019 208.94 E.W. @ F.A.(+) 092319 N 0278.0 0020 325.00 110119 N 0288.0 0021 3,533.50 110519 N 0294.0 0022 122.50 060519 N 0295.0 027 0001 345,482.60 A.C. @ U.P.(+) 122019 N 0001 0 030 0002 356,816.70 A.C. @ L.S.(+) 122019 N 0002 0 816,657.43 TOTAL THIS ESTIMATE 1,607,039.95 TOTAL PREVIOUS ESTIMATE 2,423,697.38 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 12/20/19 EST. NO. 022 TIME 01:49 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 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 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 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.900 3,600 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,950.0000 731,250.00 5.000 9,750.00 345.000 672,750 004 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 0.900 1,080,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 8.0000 9,680.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 5,600.00 159.000 5,565 008 TEMPORARY PAVEMENT MARKER EA 25.0000 400.00 0.000 0 009 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 100,000.0000 100,000.00 1.000 100,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.900 27,000 011 TEMPORARY RAILING (TYPE K) LF 30.0000 49,800.00 1,580.000 47,400 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,800.0000 44,800.00 15.000 42,000 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.900 67,500 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 36,500.00 4.000 2,000.00 19.000 9,500 016 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 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 2,120.00 0.000 0 (BONDED FIBER MATRIX) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 56,250.00 455.000 56,875 020 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 0.900 315,000 PROGRAM CAS145 PAGE 2 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 25,850.00 182,780.000 20,105 026 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 0.900 90,000 030 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 7,500.00 150.000 7,500 034 ROADSIDE CLEARING LS 900.0000 900.00 1.000 900 035 RELOCATE VALVES AND ASSEMBLIES EA 200.0000 2,000.00 10.000 2,000 036 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 1.000 15,000 FACILITIES 038 REMOVE IRRIGATION FACILITY LS 1,500.0000 1,500.00 1.000 1,500 039 CONTROL AND NEUTRAL CONDUCTORS LS 25,000.0000 25,000.00 1.000 25,000 (ARMOR-CLAD) 040 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 48.0000 192.00 4.000 192 041 RISER SPRINKLER ASSEMBLY EA 22.0000 946.00 43.000 946 042 POP-UP SPRINKLER ASSEMBLY EA 48.0000 240.00 5.000 240 043 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 1,520.00 380.000 1,520 (F) LINE) 044 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 1,150.00 230.000 1,150 (F) LINE) 045 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 1,440.00 240.000 1,440 (F) (SUPPLY LINE) 046 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 420.00 60.000 420 (F) (SUPPLY LINE) 047 2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 5,920.00 740.000 5,920 (F) (SUPPLY LINE) 048 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 6,030.00 670.000 6,030 (F) (SUPPLY LINE) 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 117,600.00 403.000 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 6,902.000 162,197 062 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.930 13,950 063 PREPAVING GRINDING DAY EA 7,500.0000 105,000.00 0.000 0 064 INTELLIGENT COMPACTION LS 375,000.0000 375,000.00 0.930 348,750 065 REPLACE ASPHALT CONCRETE SURFACING CY 280.0000 1,052,800.00 -1,200.000 -336,000.00 2,465.120 690,233 066 PRIME COAT TON 4,000.0000 2,800.00 0.375 1,500 067 HOT MIX ASPHALT (TYPE A) TON 170.0000 204,000.00 600.780 102,132 068 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 14,310,000.00 121,475.610 12,876,414 069 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 135.0000 7,816,500.00 46,393.140 6,263,073 (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 4.000 4,400 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 565,000.00 650.630 325,315 075 REMOVE ASPHALT CONCRETE DIKE LF 0.7000 17,780.00 15,653.000 10,957 076 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0500 4,392,000.00 1,088,149.160 3,318,854 PROGRAM CAS145 PAGE 4 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,407.330 2,347,146 079 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 12.0000 38,880.00 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 2.000 200 090 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 19.000 608 094 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 343,530.00 347.690 361,945 CURB RAMP) 101 REMOVE CONCRETE CURB (CY) CY 320.0000 41,600.00 206.300 66,016 102 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 31.0000 43,400.00 1,858.450 57,611 103 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 9,000.00 9.000 9,000 PROGRAM CAS145 PAGE 5 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 96.000 1,536.00 810.000 12,960 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 69,600.00 17,311.000 69,244 111 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 13.000 975.00 64.000 4,800 114 REMOVE ROADSIDE SIGN EA 50.0000 4,450.00 7.000 350.00 64.500 3,225 (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 25,800.00 335.710 2,517.83 1,447.250 10,854 (.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 14,640.00 166.000 1,328.00 836.500 6,692 (.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 13,860.00 107.500 1,773 (.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 70,380.00 25.000 425.00 233.000 3,961 (.080" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 RETROREFLECTIVE SHEETING (TYPE XI) EA 4.2500 46,750.00 526.710 2,238.52 2,731.250 11,607 121 ROADSIDE SIGN - ONE POST EA 250.0000 65,000.00 21.000 5,250.00 145.000 36,250 122 ROADSIDE SIGN - TWO POST EA 350.0000 52,500.00 1.000 350.00 20.000 7,000 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 16,000.00 13.000 1,040.00 64.000 5,120 METHOD) 124 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.0000 259,600.00 651.250 14,327.50 7,869.250 173,123 125 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 28.0000 39,200.00 337.500 9,450.00 5,584.400 156,363 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.2200 612,078.60 2,791.770 223,955 127 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 42.0000 2,100.00 50.000 2,100 (WOOD POST) 128 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 187,200.00 5.000 19,500.00 40.000 156,000 PROGRAM CAS145 PAGE 6 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 700.00 49.000 34,300 130 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 70,200.00 4.000 10,800.00 29.000 78,300 131 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 134,400.00 39.000 93,600 132 ALTERNATIVE CRASH CUSHION EA 26,500.0000 53,000.00 3.000 79,500.00 5.000 132,500 133 CONCRETE BARRIER (TYPE 60) LF 260.0000 18,720.00 54.000 14,040 134 CONCRETE BARRIER (TYPE 60G) LF 316.0000 211,720.00 658.000 207,928 135 CONCRETE BARRIER (TYPE 60GE) LF 487.0000 43,830.00 95.000 46,265 136 CONCRETE BARRIER TRANSITION LF 658.0000 187,530.00 295.080 194,162 (F) 137 REMOVE GUARDRAIL LF 6.0000 109,200.00 685.000 4,110.00 16,732.500 100,395 138 REMOVE CRASH CUSHION EA 3,000.0000 6,000.00 2.000 6,000.00 2.000 6,000 139 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 93,500.00 15,643.340 86,038 (ENHANCED WET NIGHT VISIBILITY) 140 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 4.0000 33,960.00 15,535.000 62,140 141 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 13,883.000 9,718 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 301,000.00 299,962.000 209,973 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 316,800.00 330,682.000 297,613 (ENHANCED WET NIGHT VISIBILITY) 146 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 99,440.00 41,601.000 91,522 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 29,400.00 25,190.000 35,266 (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 0.859 1,589,150 151 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,300,000.0000 2,300,000.00 0.026 59,800.00 0.467 1,074,100 PROGRAM CAS145 PAGE 7 DATE 12/20/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4H5804 TIME 01:49 PM ESTIMATE NO. 022 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 12/20/19 R.E. NAME: NGUYEN, VERNON DATE OF THIS ESTIMATE 12/20/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -104,052.15 37,263,522.93 ADJUSTMENT OF COMPENSATION 702,299.30 1,324,540.87 EXTRA WORK 114,358.13 1,099,156.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 712,605.28 39,687,220.31 152 MOBILIZATION LS 3,755,000.0000 3,755,000.00 1.000 3,755,000 ORIGINAL CONTRACT AMOUNT 48,433,456.10 TOTAL WORK COMPLETED 712,605.28 43,442,220.31 MATERIALS ON HAND ON SITE -7,862.00 124,985.00 DEDUCTIONS 0.00 -17,020.00 TOTAL 704,743.28 43,550,185.31 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 05/15/20 262 135 0 0 82% 70% PROGRESS IS SATISFACTORY NGUYEN, VERNON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/19