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 11/19/20 EST. NO. 020 TIME 06:03 PM R.E. NAME: RAIF, RIHANI 04-270104 --------------------------------------------------------------------------- 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 0007-1 -1,697.90 E.W. @ F.A.(+) 052919 N 0034.0 DAO CORRECTING ENTRY 0030-1 -241.01 112719 N 0300.0 DAO CORRECTING ENTRY 0034-1 -1,767.24 122319 N 0304.0 DAO CORRECTING ENTRY 0039-1 -787.05 020320 N 0360.0 DAO CORRECTING ENTRY 0115 1,392.00 102220 N 0718.0 0116 4,639.81 102220 N 0721.0 0119 7,913.25 103020 N 0723.1 004 0158 3,451.29 E.W. @ F.A.(+) 101220 N 0715.0 0159 3,451.29 101920 N 0716.0 0160 3,451.29 102620 N 0717.0 0161 3,451.29 110220 N 0729.0 0162 2,465.21 110920 N 0730.0 0163 1,042.16 111220 N 0731.0 007 0052 2,117.95 E.W. @ F.A.(+) 052819 N 0033.2 0053 1,697.90 052919 N 0034.1 0054 241.01 112719 N 0300.1 0055 867.52 122019 N 0303.2 0056 1,767.24 122319 N 0304.1 0057 787.05 020320 N 0360.1 0058 2,391.10 092920 N 8094 0 009 0056 693.59 E.W. @ F.A.(+) 033020 N 8042 0 0108 1,224.19 092920 N 8024 0 0109 9,660.42 013020 N 0581.1 015 0039 2,248.18 E.W. @ F.A.(+) 103020 N 0725.0 0040 3,998.07 042220 N 0582.1 027 0011 3,791.92 E.W. @ F.A.(+) 091120 N 0688.1 0012 3,057.65 091520 N 0689.1 028 0005 4,895.53 E.W. @ F.A.(+) 101420 N 29.000 0006 5,984.74 102220 N 29.001 0007 5,984.74 102620 N 30.000 0008 4,811.65 082120 N 15.000 0009 4,965.44 092120 N 18.001 0010 6,131.49 102320 N 29.002 0011 5,915.80 102720 N 30.001 0017 1,869.95 101020 N 28.000 030 0001 8,745.00 E.W. @ L.S.(+) 111720 N 0726.0 0002 49,500.00 E.W. @ U.P (+) 111620 N 0727.0 0002-1 -49,500.00 111620 N 0727.0 DAO CORRECTING ENTRY 0002-2 60,500.00 111620 N 0727.0 DAO CORRECTING ENTRY 0003 214,155.97 111620 N 0728.0 0003-1 -214,155.97 111620 N 0728.0 DAO CORRECTING ENTRY 0003-2 272,163.37 111620 N 0728.0 DAO CORRECTING ENTRY 031 0001 3,000.00 E.W. @ F.A.(+) 101220 N 0712.0 446,275.89 TOTAL THIS ESTIMATE 1,815,343.68 TOTAL PREVIOUS ESTIMATE 2,261,619.57 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 11/19/20 EST. NO. 020 TIME 06:03 PM R.E. NAME: RAIF, RIHANI 04-270104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 LOCATION PROGRESS ESTIMATE 04-ALA-580-R30.8/R41.5 ----------------- DESILVA GATES CONSTRUCTION IN SAN LEANDRO AND OAKLAND, FROM 11555 DUBLIN BLVD. ROUTES 580/238 SEPARATION TO DUBLIN CA 94568 FRUITVALE AVENUE UNDERCROSSING FED. AID NO. B1IM-580 -1(76)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 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 1,420,000.00 45.000 180,000.00 379.000 1,516,000 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.700 35,000 005 TRAFFIC CONTROL SYSTEM LS 940,224.0000 940,224.00 0.015 14,103.36 1.000 940,224 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 16,400.00 436.000 17,440 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.015 150.00 1.000 10,000 008 TEMPORARY RAILING (TYPE K) LF 5.0000 215,000.00 43,800.000 219,000 009 TEMPORARY CRASH CUSHION MODULE EA 150.0000 114,000.00 821.000 123,150 010 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 4,000.00 2.000 8,000 011 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.120 1,800.00 1.000 15,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.900 2,700 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 49,000.00 2.000 1,000.00 21.000 10,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 17,100.00 1.000 300.00 15.000 4,500 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 016 TEMPORARY COVER SQYD 2.0000 23,200.00 6,112.000 12,224 017 TEMPORARY FIBER ROLL LF 3.0000 78,300.00 3,939.000 11,817 018 TEMPORARY GRAVEL BAG BERM LF 10.0000 11,300.00 49.000 490 019 STREET SWEEPING LS 25,000.0000 25,000.00 0.025 625.00 1.000 25,000 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000 021 TREATED WOOD WASTE LB 0.0500 8,850.00 195,120.000 9,756 022 NOISE MONITORING LS 500.0000 500.00 0.050 25.00 1.000 500 PROGRAM CAS145 PAGE 2 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE (LF) LF 100.0000 1,500.00 15.000 1,500 024 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 3,800.00 1,360.000 6,800 025 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 026 ROADWAY EXCAVATION (TYPE Z-2) CY 400.0000 104,000.00 350.000 140,000 (AERIALLY DEPOSITED LEAD) 027 DITCH EXCAVATION CY 400.0000 1,200.00 3.000 1,200 028 CHECK AND TEST EXISTING IRRIGATION LS 20,000.0000 20,000.00 1.000 20,000 FACILITIES 029 OPERATE EXISTING IRRIGATION FACILITIES LS 20,000.0000 20,000.00 1.000 20,000 030 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 1.000 5,000 (ARMOR-CLAD) 031 CERTIFY EXISTING BACKFLOW PREVENTERS LS 3,000.0000 3,000.00 0.000 0 032 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 100.0000 1,100.00 11.000 1,100 (F) LINE) 033 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 100.0000 1,100.00 11.000 1,100 (F) (SUPPLY LINE) 034 2 1/2" PLASTIC PIPE (CLASS 315) LF 100.0000 1,100.00 0.000 0 (F) (SUPPLY LINE) 035 3" PLASTIC PIPE (CLASS 315) LF 100.0000 31,000.00 310.000 31,000 (F) (SUPPLY LINE) 036 12" CORRUGATED HIGH DENSITY LF 600.0000 90,000.00 150.000 90,000 POLYETHYLENE PIPE CONDUIT 037 FIBER ROLLS LF 2.5000 72,000.00 4,806.000 12,015 038 COMPOST (CY) CY 70.0000 93,800.00 265.790 18,605 039 CLASS 2 AGGREGATE BASE (CY) CY 400.0000 52,000.00 133.000 53,200 040 LEAN CONCRETE BASE RAPID SETTING CY 450.0000 414,000.00 791.980 356,391 041 HOT MIX ASPHALT (TYPE A) TON 100.0000 5,040,000.00 45,639.150 4,563,915 042 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 135.0000 909,900.00 6,710.500 905,917 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,000.00 1,521.000 3,042 044 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 18,020.00 9,737.000 19,474 045 PLACE HOT MIX ASPHALT SQYD 75.0000 3,450.00 74.000 5,550 (MISCELLANEOUS AREA) 046 TACK COAT TON 1.0000 160.00 140.790 140 047 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 11,300.00 11,789.000 11,789 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.7500 2,261,250.00 314,701.000 2,124,231 049 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,200.0000 2,496,000.00 1,980.850 2,377,020 PROGRAM CAS145 PAGE 3 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE PAVEMENT AND BASE CY 125.0000 375,000.00 2,772.830 346,603 051 GRIND EXISTING CONCRETE SQYD 8.5000 4,709,000.00 556,102.000 4,726,867 PAVEMENT 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 63,000.00 21.000 63,000 (F) 053 PEDESTRIAN BARRICADE EA 700.0000 700.00 1.000 700 054 18" ALTERNATIVE PIPE CULVERT LF 300.0000 144,000.00 480.000 144,000 055 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 300.0000 9,000.00 30.000 9,000 (.064" THICK) 056 REMOVE CULVERT (LF) LF 100.0000 5,900.00 59.000 5,900 057 REMOVE INLET EA 3,000.0000 9,000.00 3.000 9,000 058 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000 059 CONCRETE (DITCH LINING) CY 2,000.0000 1,000.00 1.000 2,000 060 DETECTABLE WARNING SURFACE SQFT 50.0000 28,000.00 560.000 28,000 061 MINOR CONCRETE (CURB, SIDEWALK AND CY 900.0000 108,000.00 130.000 117,000 CURB RAMP) 062 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 70.0000 58,100.00 846.000 59,220 063 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 70.0000 3,220.00 46.000 3,220 064 REMOVE CONCRETE (CURB AND GUTTER) LF 30.0000 2,640.00 88.000 2,640 065 PRE/POST CONSTRUCTION SURVEYS EA 1,000.0000 33,000.00 33.000 33,000 066 MISCELLANEOUS IRON AND STEEL LB 3.0000 12,852.00 4,284.000 12,852 (F) 067 SIGNAL AND LIGHTING (CITY) LS 300,000.0000 300,000.00 0.050 15,000.00 1.000 300,000 068 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 069 LIGHTING (CITY STREET) LS 15,000.0000 15,000.00 0.050 750.00 1.000 15,000 070 MAINTAINING EXISTING AND TEMPORARY LS 1,000.0000 1,000.00 0.050 50.00 1.000 1,000 ELECTRICAL SYSTEMS (CITY) 071 CHAIN LINK FENCE (TYPE CL-6) LF 100.0000 2,000.00 20.000 2,000 072 REMOVE CHAIN LINK FENCE LF 70.0000 1,680.00 17.000 1,190 073 REMOVE PAVEMENT MARKER EA 1.0000 40,000.00 40,069.000 40,069 074 GUARD RAILING DELINEATOR EA 15.0000 16,500.00 1,065.000 15,975 075 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 74,400.00 12,323.000 73,938 076 OBJECT MARKER (TYPE P) EA 60.0000 10,200.00 163.000 9,780 PROGRAM CAS145 PAGE 4 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 110.000 11,000 078 REMOVE ROADSIDE SIGN PANEL EA 50.0000 1,700.00 46.000 2,300 079 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 34,250.00 1,370.000 34,250 FOR RETROREFLECTIVE SHEETING (TYPE XI) 080 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 2,910.00 97.000 2,910 FOR RETROREFLECTIVE SHEETING (TYPE XI) 081 FURNISH SINGLE SHEET ALUMINUM (0.063" SQFT 10.0000 5,100.00 442.820 4,428 UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 082 FURNISH SINGLE SHEET ALUMINUM (0.080" SQFT 10.0000 15,200.00 1,525.510 15,255 UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM (0.063" SQFT 18.0000 4,860.00 311.000 5,598 FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 FURNISH SINGLE SHEET ALUMINUM (0.080" SQFT 18.0000 7,020.00 364.500 6,561 FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 20,450.00 4,110.500 20,552 086 ROADSIDE SIGN - ONE POST EA 250.0000 21,500.00 76.000 19,000 087 ROADSIDE SIGN - TWO POST EA 350.0000 5,250.00 13.000 4,550 088 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,600.00 48.000 4,800 METHOD) 089 INSTALL SIGN OVERLAY SQFT 30.0000 600.00 20.000 600 090 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.0000 17,810.00 1,370.000 17,810 091 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 1.000 1,000 (LAMINATED WOOD BOX POST) 092 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 547,500.00 22,546.500 563,662 093 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 30.0000 126,600.00 4,275.000 128,250 094 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 852,000.00 14,412.000 864,720 095 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 124,000.00 30.000 120,000 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 16,000.00 28.000 22,400 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 126,000.00 40.000 120,000 098 CONCRETE BARRIER (TYPE 60M) LF 120.0000 532,800.00 4,440.000 532,800 099 CONCRETE BARRIER (TYPE 60 SD) CASE 1 LF 550.0000 594,000.00 1,080.000 594,000 (F) 100 CONCRETE BARRIER (TYPE 60 SD) CASE 2 LF 600.0000 108,000.00 180.000 108,000 (F) 101 CONCRETE BARRIER TRANSITION (TYPE 1) LF 600.0000 4,200.00 7.000 4,200 CASE 2 PROGRAM CAS145 PAGE 5 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 CONCRETE BARRIER TRANSITION (TYPE 2) LF 600.0000 3,000.00 5.000 3,000 CASE 2 103 CONCRETE BARRIER TRANSITION LF 750.0000 128,250.00 171.000 128,250 (F) 104 REMOVE GUARDRAIL LF 4.0000 54,000.00 14,094.500 56,378 105 RESET CRASH CUSHION EA 5,000.0000 10,000.00 2.000 10,000 106 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 153,000.00 15,106.000 151,060 (ENHANCED WET NIGHT VISIBILITY) 107 2" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 144,750.00 168,659.000 126,494 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 360,800.00 328,268.000 361,094 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 109 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 241,500.00 322,000.000 241,500 (BROKEN 18-12) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,600.00 11,095.000 11,095 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 454,400.00 290,006.000 464,009 (ENHANCED WET NIGHT VISIBILITY) 112 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 81,500.00 28,249.000 70,622 (ENHANCED WET NIGHT VISIBILITY) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 8,925.00 6,638.000 16,595 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 114 12" RUMBLE STRIP STA 30.0000 22,200.00 740.000 22,200 (ASPHALT CONCRETE PAVEMENT) 115 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.030 150.00 0.980 4,900 SYSTEM ELEMENTS DURING CONSTRUCTION 116 FLASHING BEACON SYSTEM LS 50,000.0000 50,000.00 0.030 1,500.00 0.980 49,000 117 RECTANGULAR RAPID FLASHING BEACON LS 125,000.0000 125,000.00 0.030 3,750.00 0.980 122,500 118 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,800,000.0000 2,800,000.00 0.030 84,000.00 0.980 2,744,000 119 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 120 REMOVE SIGN PANEL ON STRUCTURE EA 250.0000 2,500.00 10.000 2,500 121 INSTALL SIGN PANEL ON STRUCTURE EA 1,400.0000 14,000.00 10.000 14,000 122 EMERGENCY VEHICLE DETECTION SYSTEM LS 15,000.0000 15,000.00 0.005 75.00 0.980 14,700 123 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 124 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 8,400.00 26.250 10,500 125 ROADWAY EXCAVATION CY 400.0000 28,000.00 74.000 29,600 126 MINOR CONCRETE (GUTTER DEPRESSION) CY 2,500.0000 1,500.00 1.000 2,500 PROGRAM CAS145 PAGE 6 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 127 CONCRETE BARRIER (TYPE 50) LF 400.0000 15,600.00 39.000 15,600 128 CONCRETE BARRIER (TYPE 60MS) LF 600.0000 7,800.00 13.000 7,800 129 CRASH CUSHION (TYPE SMART SCI100GM) EA 50,000.0000 50,000.00 2.000 100,000 130 CONCRETE BARRIER (TYPE 60R) LF 1,200.0000 62,400.00 52.000 62,400 131 CONCRETE BARRIER (TYPE 2) LF 700.0000 11,200.00 16.000 11,200 132 REMOVE CONCRETE BARRIER LF 200.0000 10,400.00 52.000 10,400 133 REMOVE BRIDGE RAILING LF 200.0000 3,200.00 16.000 3,200 134 RECONSTRUCT METAL RAILING (BRIDGE) LF 200.0000 3,200.00 16.000 3,200 PROGRAM CAS145 PAGE 7 DATE 11/19/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-270104 TIME 06:03 PM ESTIMATE NO. 020 BID OPENING 12/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/20 R.E. NAME: RAIF, RIHANI DATE OF THIS ESTIMATE 11/19/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 303,528.36 28,097,943.54 ADJUSTMENT OF COMPENSATION 0.00 41,313.25 EXTRA WORK 446,275.89 2,220,306.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 749,804.25 30,359,563.11 135 MOBILIZATION LS 3,200,000.0000 3,200,000.00 1.000 3,200,000 ORIGINAL CONTRACT AMOUNT 32,222,221.00 TOTAL WORK COMPLETED 749,804.25 33,559,563.11 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 749,804.25 33,559,563.11 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 01/30/19 355 03/27/19 03/27/19 01/06/21 350 61 24 0 95% 92% PROGRESS IS SATISFACTORY RAIF, RIHANI RESIDENT ENGINEER PROGRAM CAS145 DATE 11/19/20