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 12/21/21 EST. NO. 038 TIME 10:07 AM R.E. NAME: HUGO CAMBEROS 06-0Q2804 --------------------------------------------------------------------------- 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 0355 15,671.99 E.W. @ F.A.(+) 122920 N 0714.0 0357 1,026.78 021721 N 0862.0 0359 11,258.01 041320 N 1179.0 0362 1,005.32 091521 N 1183.0 0363 19,119.30 040621 N 0941.0 0366 770.00 112320 N 1158.0 0367 7,778.89 110421 N 1191.0 0368 3,678.25 110321 N 1192.0 0369 3,303.62 080921 N 1196.0 0370 23,066.92 101121 N 1197.0 0371 2,877.95 050721 N 1200.0 0372 9,609.79 071221 N 1201.0 018 0046 1,718.29 E.W. @ F.A.(+) 042721 N 1122.0 0047 2,805.00 062420 N 1164.0 036 0189 1,709.13 E.W. @ F.A.(+) 011221 N 0715.0 0190 750.26 082621 N 1185.0 042 0002 486.36 E.W. @ F.A.(+) 040220 N 0783.0 064 0004 45,032.03 E.W. @ F.A.(+) 041320 N 1178.0 067 0027 3,652.51 E.W. @ F.A.(+) 031821 N 1159.0 0028 2,527.45 031921 N 1160.0 092 0004 1,072.50 E.W. @ F.A.(+) 022621 N 1147.0 095 0024 5,700.02 E.W. @ F.A.(+) 021921 N 1148.0 0027 663.25 021121 N 1153.0 0028 389.08 022421 N 1154.0 098 0006 385.00 E.W. @ F.A.(+) 011921 N 1157.0 102 0015 6,497.35 E.W. @ F.A.(+) 070821 N 1184.0 116 0001 17.35 E.W. @ F.A.(+) 100521 N 1182.0 0002 1,155.00 093021 N 1188.0 0003 8,028.53 101421 N 1194.0 0004 7,648.97 101521 N 1195.0 119 0001 1,826.14 E.W. @ F.A.(+) 103021 N 1193.0 191,231.04 TOTAL THIS ESTIMATE 3,956,820.29 TOTAL PREVIOUS ESTIMATE 4,148,051.33 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 12/21/21 EST. NO. 038 TIME 10:07 AM R.E. NAME: HUGO CAMBEROS 06-0Q2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CORE DEFICIENCY JPCP -679.29 004 TC LANE CLOSURES -7,637.00 004 RSC LOW MOR RELTC 50 -1,998.75 006 LCS COMPLIANCE -10,000.00 008 RELTC #50 RSC PLACED -2,256.15 008 LCS COMPLIANCE -10,000.00 009 MONTHLY CPM -30,000.00 009 CLOSURE OPENING COMP -10,000.00 010 CPM SCHEDULE -30,000.00 010 LCS COMPLIANCE -10,000.00 010 CPM SCHEDULE 4 MONTH -40,000.00 011 LCC COMPLIANCE -10,000.00 011 HMA DEFICIENT CORE -3,746.88 012 RAMP CLOSE NON-COMP -10,000.00 012 REL LCS COMPLIANCE 10,000.00 012 REL LCS COMPLIANCE 10,000.00 012 REL LCS COMPLIANCE 10,000.00 012 REL LCS COMPLIANCE 10,000.00 012 RAMP CLOSURE NON COM -10,000.00 014 REL CPM SCHEDULE 30,000.00 014 REL CPM SCHEDULE 30,000.00 014 REL CPM SCHEDULE 40,000.00 014 REL HMA DEFICIENT 3,746.88 014 RAMP CLOSE NON-COMP -10,000.00 015 CPM UPDATES JAN&FEB -20,000.00 016 SURV RE-STAKE SR64 -4,543.00 016 25-DAY CLOSURE 0L-1 -10,000.00 016 RAMP CLOSURE-OLIVE -10,000.00 017 SR 69 -2,478.00 017 SR 71 -1,239.00 017 OL-1 -10,000.00 018 RELTC 103 -1,620.00 018 REL CLOSE/OPEN COMP 10,000.00 019 REL CPM JAN/FEB ES16 20,000.00 019 REL OL-1 EST.18 10,000.00 019 REL RC EST 12.14.17 30,000.00 019 REL 25DAY CLOSE ES16 10,000.00 019 SR 81 RE STAKING -2,065.00 020 SR 90, 89, 88 -8,260.00 021 25-DAY CLOSE AP1&CA3 -20,000.00 021 REL RAMP CLOS OLIVE 10,000.00 024 REL 25DAY CLOSE AP1& 20,000.00 024 REL 25DAY CLOSE OL-1 10,000.00 024 RELTC 119 LCS NONCOM -84,689.00 024 BID ITEM 87 SEC 6-20 -5,000.00 027 LCS COMPL MARCH 2021 -10,000.00 029 RAMPS RD3 RD4 CA4 -30,000.00 029 RESTAKE SR128&139 -3,304.00 029 LCS 4/25 T0 5/1 -10,000.00 031 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/21/21 EST. NO. 038 TIME 10:07 AM R.E. NAME: HUGO CAMBEROS 06-0Q2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RAMP OPEN DELAY -60,000.00 031 SURVEY RE-STAKE -16,520.00 031 LCS 5/23 TO 5/29 -10,000.00 032 RAMP OPEN DELAYS -60,000.00 032 SR172 SB99 RE-STAKE -8,260.00 035 REL RAMP CLOSE EST29 30,000.00 036 REL RAMP CLOSE EST31 60,000.00 036 REL RAMP CLOSE EST32 60,000.00 036 RELTC 141 -75,082.00 037 SR 178 -826.00 037 0.00 -246,457.19 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 005 REC'D PAYROLL EST.05 10,000.00 006 MISSING PAYROLL -10,000.00 008 MISSING PAYROLL -5,000.00 010 MISSING PAYROLL -10,000.00 012 MISSING PAYROLL 10,000.00 014 MISSING PAYROLL -10,000.00 015 MISSING PAYROLL -10,000.00 019 REC'D PAYROLL EST.12 10,000.00 019 REC'D PAYROLL EST. 8 10,000.00 019 MISSING PAYROLL -10,000.00 020 MISSING PAYROLL -10,000.00 021 REC'D PAYROLL EST.10 5,000.00 021 MISSING PAYROLL -10,000.00 022 REC'D PAYROLL EST.14 10,000.00 022 MISSING PAYROLL -10,000.00 023 REC'D PAYROLL EST.15 10,000.00 023 MISSING PAYROLL -5,000.00 024 MISSING PAYROLL -10,000.00 025 REC'D PAYROLL EST.10 10,000.00 025 MISSING PAYROLL -10,000.00 026 REC'D PAYROLL EST.20 10,000.00 026 REC'D PAY VAR EST 35,000.00 027 MISSING PAYROLL -10,000.00 028 MISSING PAYROLL -5,000.00 031 REC'D PAYROLL EST.28 10,000.00 031 MISSING PAYROLL -10,000.00 033 MISSING PAYROLL -10,000.00 035 MISSING PAYYROLL -5,000.00 036 REC'D PAYROLL EST.35 10,000.00 036 REC'D PAYROLL EST.36 5,000.00 037 REC'D PAYROLL EST.31 5,000.00 037 REC'D PAYROLL EST.33 10,000.00 037 0.00 0.00 TOTAL DEDUCTIONS 0.00 -246,457.19 PROGRAM CAS145 PAGE 1 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 LOCATION PROGRESS ESTIMATE 06-KER-99-23.6/R28.4 ----------------- BROSAMER & WALL, INC. IN KERN COUNTY IN AND NEAR 1777 OAKLAND BLVD. BAKERSFIELD FROM BRUNDAGE LANE OC WALNUT CREEK CA 94596 TO BEARDSLEY CANAL FED. AID NO. B1NH-X029(143)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.8600 1,300.86 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,000.0000 7,000.00 0.750 5,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,565.0000 5,643,350.00 658.000 6,293,770 004 DEVELOP WATER SUPPLY LS 69,200.0000 69,200.00 1.000 69,200 005 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.880 44,000 006 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 007 FLASHING ARROW SIGN EA 4,700.0000 9,400.00 1.000 4,700 008 TYPE II BARRICADE EA 75.0000 1,350.00 22.000 1,650 009 TYPE III BARRICADE EA 100.0000 15,000.00 94.000 9,400 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 3,840.00 252.000 1,512.00 1,016.000 6,096 011 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3000 1,529,500.00 440,906.670 1,014,085 012 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 117,600.00 125.000 5,000.00 2,079.000 83,160 013 TEMPORARY PAVEMENT MARKER EA 6.0000 45,120.00 462.000 2,772.00 10,596.000 63,576 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 115,900.0000 115,900.00 1.000 115,900 015 TEMPORARY RAILING (TYPE K) LF 6.3000 1,121,400.00 6,136.000 38,656.80 145,887.000 919,088 016 TEMPORARY CRASH CUSHION MODULE EA 95.0000 20,900.00 169.000 16,055 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,500.0000 13,000.00 2.000 13,000 SYSTEM 018 JOB SITE MANAGEMENT LS 119,200.0000 119,200.00 1.000 119,200 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 021 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 2.000 1,500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 24,750.00 31,127.800 14,007 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.2000 11,000.00 0.000 0 024 TEMPORARY CHECK DAM LF 3.0000 225.00 75.000 225 025 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 38,000.00 75.000 30,000 026 TEMPORARY FIBER ROLL LF 2.1500 4,300.00 360.000 774 027 TEMPORARY SILT FENCE LF 1.6200 518.40 300.000 486 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 18,000.00 2.000 7,200 029 STREET SWEEPING LS 104,100.0000 104,100.00 1.000 104,100 030 TEMPORARY CONCRETE WASHOUT LS 18,000.0000 18,000.00 1.000 18,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 62,000.00 1,712.000 1,369.60 53,412.000 42,729 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.3500 44,800.00 27,820.000 9,737 033 TEMPORARY HIGH-VISIBILITY FENCE LF 5.5000 12,155.00 800.000 4,400 034 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 035 ROADWAY EXCAVATION CY 36.0000 3,254,400.00 3,300.000 118,800.00 74,338.340 2,676,180 036 ROADWAY EXCAVATION (TYPE Z-2) CY 60.0000 342,600.00 342.000 20,520.00 3,582.940 214,976 (AERIALLY DEPOSITED LEAD) 037 ROADWAY EXCAVATION (TYPE Y-1) CY 25.0000 24,250.00 0.000 0 (AERIALLY DEPOSITED LEAD) 038 STRUCTURE EXCAVATION (RETAINING WALL) CY 46.0000 39,100.00 850.690 39,131 039 STRUCTURE EXCAVATION (GROUND ANCHOR CY 35.0000 13,650.00 390.000 13,650 (F) WALL) 040 STRUCTURE BACKFILL (RETAINING WALL) CY 31.0000 44,640.00 1,440.490 44,655 041 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 28.0000 8,288.00 296.000 8,288 (F) 042 PERVIOUS BACKFILL MATERIAL (RETAINING CY 24.0000 2,880.00 120.000 2,880 WALL) 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 MAINTAIN EXISTING PLANTED AREAS LS 135,000.0000 135,000.00 1.000 135,000 045 CHECK AND TEST EXISTING IRRIGATION LS 8,900.0000 8,900.00 1.000 8,900 FACILITIES 046 OPERATE EXISTING IRRIGATION FACILITIES LS 27,000.0000 27,000.00 1.000 27,000 047 SALVAGE IRRIGATION FACILITY LS 45,000.0000 45,000.00 1.000 45,000 048 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 32.0000 12,800.00 0.000 0 049 2" BACKFLOW PREVENTER ASSEMBLY EA 5,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 HYDROMULCH SQFT 0.0200 30,000.00 738,680.000 14,773 052 HYDROSEED SQFT 0.0500 75,000.00 738,680.000 36,934 053 COMPOST (CY) CY 42.1500 378,507.00 4,379.150 184,581 054 INCORPORATE MATERIALS SQFT 0.0500 75,000.00 740,533.400 37,026 055 CLASS 2 AGGREGATE BASE (CY) CY 32.0000 108,480.00 4,943.650 158,196 056 PREPAVING INERTIAL PROFILER LS 15,000.0000 15,000.00 0.500 7,500 057 HOT MIX ASPHALT (TYPE A) TON 109.0000 4,839,600.00 31,158.430 3,396,268 058 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 22.0000 1,342.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 22.0000 5,060.00 153.000 3,366 060 PLACE HOT MIX ASPHALT SQYD 250.0000 32,500.00 148.300 37,075 (MISCELLANEOUS AREA) 061 TACK COAT TON 950.0000 2,280.00 0.000 0 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 REMOVE ASPHALT CONCRETE DIKE LF 16.0000 1,760.00 110.000 1,760.00 110.000 1,760 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 36,600.00 0.000 0 065 CONTINUOUSLY REINFORCED CONCRETE CY 218.0000 15,456,200.00 67,335.590 14,679,158 PAVEMENT 066 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 1,575,000.00 11,093.000 1,663,950 067 JOINTED PLAIN CONCRETE PAVEMENT CY 555.0000 160,950.00 304.280 168,875 (RSC) 068 DRILL AND BOND (DOWEL BAR) EA 45.0000 52,200.00 2,202.000 99,090 069 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,300.0000 1,027,000.00 784.350 1,019,655 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 GRIND EXISTING CONCRETE SQYD 7.5000 414,000.00 45,453.000 340,897 PAVEMENT 073 GROUND ANCHOR (SUBHORIZONTAL) EA 3,500.0000 168,000.00 48.000 168,000 074 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 139,500.00 93.000 139,500 PILE (SIGN FOUNDATION) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 556.0000 475,491.20 843.260 468,852 (F) 076 AGGREGATE BASE (APPROACH SLAB) CY 30.0000 8,880.00 265.000 7,950 PROGRAM CAS145 PAGE 4 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 686.0000 2,018,898.00 2,641.500 1,812,069 (TYPE R) 078 STRUCTURAL CONCRETE, HEADWALL CY 1,200.0000 32,400.00 4.000 4,800 079 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 297,500.00 62.820 157,050 (F) 080 PAVING NOTCH EXTENSION CF 130.0000 111,670.00 797.500 103,675 081 FRACTURED RIB TEXTURE SQFT 5.8000 49,305.80 8,500.950 49,305 (F) 082 CLEAN EXPANSION JOINT LF 30.0000 28,890.00 593.100 17,793 083 JOINT SEAL (MR 1") LF 100.0000 199,800.00 994.200 99,420 084 JOINT SEAL (MR 1 1/2") LF 120.0000 66,240.00 213.300 25,596 085 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 171,879.24 132,215.200 171,879 (F) 086 STRUCTURAL SHOTCRETE CY 490.0000 63,210.00 129.000 63,210 (F) 087 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 377,600.00 94,400.000 377,600 (F) 088 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 37,760.00 84,356.590 33,742 (F) 089 REMOVE SIGN STRUCTURE (EA) EA 4,800.0000 14,400.00 3.000 14,400 090 REMOVE RETAINING WALL (LF) LF 36.0000 15,120.00 0.000 0 091 18" REINFORCED CONCRETE PIPE LF 110.0000 132,000.00 1,076.950 118,464 092 18" ELLIPTICAL REINFORCED CONCRETE PIPE LF 105.0000 63,000.00 683.250 71,741 093 24" REINFORCED CONCRETE PIPE LF 120.0000 32,400.00 164.600 19,752 094 30" REINFORCED CONCRETE PIPE LF 150.0000 300.00 0.000 0 095 18" CORRUGATED STEEL PIPE (.079" THICK) LF 200.0000 8,000.00 0.000 0 096 24" CORRUGATED STEEL PIPE (.079" THICK) LF 250.0000 2,500.00 29.000 7,250 097 36" CORRUGATED STEEL PIPE (.079" THICK) LF 160.0000 320.00 16.000 2,560 098 12" ENTRANCE TAPER EA 520.0000 8,840.00 21.000 10,920 099 12" DOWNDRAIN SLIP JOINT EA 450.0000 7,650.00 0.000 0 100 12" ANCHOR ASSEMBLY EA 440.0000 7,480.00 21.000 9,240 101 12" STEEL FLARED END SECTION EA 300.0000 5,100.00 20.000 6,000 102 36" STEEL FLARED END SECTION EA 810.0000 1,620.00 1.000 810 103 18" CONCRETE FLARED END SECTION EA 1,200.0000 3,600.00 3.000 3,600 PROGRAM CAS145 PAGE 5 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CULVERT (LF) LF 12.0000 16,320.00 582.400 6,988 105 REMOVE DOWNDRAIN (EA) EA 86.0000 1,462.00 19.000 1,634 106 REMOVE INLET EA 110.0000 3,740.00 17.000 1,870 107 REMOVE HEADWALL EA 1,500.0000 9,000.00 4.000 6,000.00 6.000 9,000 108 REMOVE MANHOLE EA 370.0000 740.00 0.000 0 109 REMOVE FLARED END SECTION (EA) EA 240.0000 720.00 1.000 240 110 ADJUST INLET EA 1,000.0000 41,000.00 30.000 30,000 111 ROCK SLOPE PROTECTION CY 210.0000 44,100.00 85.500 17,955 (60 LB, CLASS II, METHOD B) (CY) 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 16.0000 15,520.00 386.900 6,190 113 MINOR CONCRETE (PCC DIKE) CY 400.0000 940,000.00 33.350 13,340.00 1,627.510 651,004 114 MINOR CONCRETE (GUTTER) (LF) LF 60.0000 17,580.00 300.000 18,000 115 DETECTABLE WARNING SURFACE SQFT 45.0000 2,745.00 33.900 1,525 116 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 5,600.00 1.690 1,183 117 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 650.0000 390,000.00 12.260 7,969.00 502.010 326,306 AND DRIVEWAY) 118 MINOR CONCRETE (TEXTURED PAVING) CY 750.0000 412,500.00 370.330 277,747 119 REMOVE CURB LF 9.3000 19,251.00 935.000 8,695 120 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 17.0000 35,700.00 87.890 1,494.13 2,659.090 45,204 121 PRE/POST CONSTRUCTION SURVEYS EA 3,500.0000 14,000.00 1.000 3,500 122 MISCELLANEOUS IRON AND STEEL LB 4.0000 58,228.00 12,459.000 49,836 (F) 123 FRAME AND GRATE EA 1,200.0000 3,600.00 1.000 1,200 124 MANHOLE FRAME AND COVER EA 1,800.0000 12,600.00 0.000 0 125 EMERGENCY VEHICLE DETECTION SYSTEM LS 35,000.0000 35,000.00 0.000 0 126 SURVEY MONUMENT (TYPE A) EA 5,000.0000 95,000.00 0.000 0 127 TEMPORARY FENCE (TYPE CL-6) LF 16.0000 24,800.00 1,600.000 25,600 128 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 8,400.00 147.000 4,410 129 REMOVE CHAIN LINK FENCE LF 5.0000 1,050.00 207.000 1,035 130 REMOVE PAVEMENT MARKER EA 1.0000 4,880.00 107.000 107.00 5,111.000 5,111 PROGRAM CAS145 PAGE 6 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DELINEATOR (CLASS 1) EA 60.0000 600.00 0.000 0 132 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 39,180.00 38.000 228 133 OBJECT MARKER (TYPE K) EA 65.0000 390.00 0.000 0 134 REMOVE ROADSIDE SIGN EA 180.0000 5,940.00 0.000 0 135 RESET ROADSIDE SIGN EA 230.0000 1,840.00 2.000 460 136 RELOCATE ROADSIDE SIGN EA 280.0000 1,120.00 0.000 0 137 FURNISH LAMINATED PANEL SIGN FOR SQFT 30.0000 43,500.00 1,450.000 43,500 RETROREFLECTIVE SHEETING (TYPE XI) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,200.00 0.000 0 (0.063"-UNFRAMED) 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 5,200.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 390.00 0.000 0 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 540.00 0.000 0 (0.063"-FRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 10,500.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 600.00 0.000 0 (0.080"-FRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 4,550.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 25.0000 50,000.00 2,000.000 50,000 146 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 2.000 500 147 ROADSIDE SIGN - TWO POST EA 550.0000 7,700.00 5.000 2,750 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 2,400.00 0.000 0 METHOD) 149 INSTALL SIGN OVERLAY SQFT 45.0000 1,215.00 350.500 15,772 150 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 600.0000 2,400.00 0.000 0 151 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.0000 8,580.00 660.000 8,580 152 INSTALL ROADSIDE SIGN PANEL ON EA 120.0000 240.00 0.000 0 EXISTING POST 153 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.0500 225,112.50 6,643.000 206,265 154 TUBULAR HANDRAILING LF 60.0000 33,600.00 0.000 0 155 CONCRETE BARRIER (TYPE 26A) LF 180.0000 100,800.00 504.000 90,720 PROGRAM CAS145 PAGE 7 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CABLE RAILING LF 25.0000 7,325.00 293.000 7,325 (F) 157 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 68,400.00 17.000 64,600 158 END CAP (TYPE A) EA 210.0000 2,100.00 10.000 2,100 159 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,000.00 10.000 7,500 160 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 80,500.00 19.000 66,500 161 ALTERNATIVE CRASH CUSHION SYSTEM EA 40,000.0000 80,000.00 3.000 120,000 162 CONCRETE BARRIER (TYPE 60M) LF 103.0000 196,730.00 0.000 0 163 CONCRETE BARRIER (TYPE 60MC) LF 130.0000 274,300.00 1,943.600 252,668 164 CONCRETE BARRIER (TYPE 60MGC) LF 300.0000 22,200.00 0.000 0 165 CONCRETE BARRIER (TYPE 60MGF) LF 250.0000 82,500.00 0.000 0 166 CONCRETE BARRIER (TYPE 60R) LF 330.0000 52,800.00 304.200 100,386 167 CONCRETE BARRIER (TYPE 60SD) LF 470.0000 108,100.00 77.900 36,613 168 CONCRETE BARRIER TRANSITION LF 470.0000 15,040.00 21.300 10,011 169 REMOVE GUARDRAIL LF 7.0000 59,780.00 458.000 3,206.00 7,574.000 53,018 170 REMOVE CONCRETE BARRIER LF 9.1000 33,488.00 3,587.000 32,641 171 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 102,400.00 0.000 0 172 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,100.00 0.000 0 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,320.00 0.000 0 (BROKEN 12-3) 174 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 13,620.00 0.000 0 175 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 588.00 0.000 0 (BROKEN 6-1) 176 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 105,600.00 0.000 0 (BROKEN 36-12) 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 6,120.00 0.000 0 (BROKEN 17-7) 178 PAINT TRAFFIC STRIPE (1-COAT) LF 0.4000 68,800.00 0.000 0 179 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 54,080.00 3,248.000 2,598.40 99,250.000 79,400 180 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 1.000 4,000 SYSTEM ELEMENTS DURING CONSTRUCTION 181 RAMP METERING SYSTEM LS 160,000.0000 160,000.00 0.155 24,800.00 0.315 50,400 182 CLOSED CIRCUIT TELEVISION SYSTEM LS 80,000.0000 80,000.00 0.563 45,040 PROGRAM CAS145 PAGE 8 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 PEDESTRIAN ACTIVATED FLASHING SIGN LS 40,000.0000 40,000.00 0.231 9,240.00 0.231 9,240 SYSTEM 184 CHANGEABLE MESSAGE SIGN SYSTEM LS 70,000.0000 70,000.00 0.696 48,720 185 FIBER OPTIC CABLE SYSTEMS LS 2,200,000.0000 2,200,000.00 0.008 17,600.00 0.881 1,938,200 186 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,450,000.0000 2,450,000.00 0.004 9,800.00 0.746 1,827,700 187 WATER METER CHARGES LS 33,000.0000 33,000.00 0.000 0 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 12" WELDED STEEL PIPE CONDUIT LF 200.0000 18,600.00 0.000 0 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 LEAN CONCRETE BASE CY 150.0000 606,000.00 6,353.300 952,995 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 ISOLATION JOINT SEAL (PREFORMED LF 11.1000 708,180.00 1,687.300 18,729.03 61,880.220 686,870 COMPRESSION) 194 REMOVE CONCRETE PAVEMENT AND BASE CY 26.5000 1,195,150.00 2,211.680 58,609.52 39,411.020 1,044,392 195 JOINT SEAL (MR 2") LF 142.0000 191,700.00 882.640 125,334 PROGRAM CAS145 PAGE 9 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0Q2804 TIME 10:07 AM ESTIMATE NO. 038 BID OPENING 09/11/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: HUGO CAMBEROS DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 363,883.48 48,810,709.26 ADJUSTMENT OF COMPENSATION 0.00 1,506,665.50 EXTRA WORK 191,231.04 2,641,385.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 555,114.52 52,958,760.59 196 MOBILIZATION LS 6,150,000.0000 6,150,000.00 1.000 6,150,000 ORIGINAL CONTRACT AMOUNT 61,500,155.00 TOTAL WORK COMPLETED 555,114.52 59,108,760.59 MATERIALS ON HAND ON SITE 47,477.00 47,477.00 DEDUCTIONS 0.00 -246,457.19 TOTAL 602,591.52 58,909,780.40 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 10/25/18 590 01/28/19 01/28/19 04/30/22 668 202 80 0 88% 100% PROGRESS IS SATISFACTORY HUGO CAMBEROS RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/21