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 02/19/16 EST. NO. 043 TIME 10:55 AM R.E. NAME: CARNEY, VICKY 04-1G9404 --------------------------------------------------------------------------- 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 0457 2,319.11 E.W. @ F.A.(+) 060515 Y 0525.1 0465 688.35 012915 N 0594.0 0466 286.99 020215 N 0595.0 0469 151.83 021015 N 0598.0 0470 844.51 031915 N 0599.0 0472 258.80 062815 N 0601.0 0476 704.30 080415 N 0605.0 0480 512.41 081315 N 0609.0 0480-1 -512.41 081315 N 0609.0 DAO CORRECTING ENTRY 0482 85.44 091615 N 0611.0 0483 219.21 091715 N 0612.0 0490 114.63 100615 N 0619.0 0491 209.38 102315 N 0620.0 0493 852.69 103115 N 0622.0 0494 354.00 110615 N 0625.0 0496 175.78 111915 N 0627.0 0497 466.19 112315 N 0628.0 0498 354.00 120115 N 0629.0 0499 219.21 120715 N 0630.0 0500 146.13 120915 N 0631.0 0501 312.02 121115 N 0632.0 0502 906.14 121215 N 0633.0 0503 2,060.77 121315 N 0634.0 0513 171.95 110515 N 0624.0 0516 3,366.14 062713 N 0676.0 0518 453.75 062013 N 0678.0 0519 595.13 072214 N 0679.0 0521 11,580.80 101514 N 0681.0 0522 8,993.56 010915 N 0682.0 0525 8,275.86 012415 N 0685.0 0526 798.23 061615 N 0686.0 0527 366.70 062215 N 0687.0 0528 459.94 061915 N 0688.0 0529 792.88 061815 N 0689.0 0530 1,354.96 111315 N 0690.0 0532 607.44 052213 N 0692.0 0534 88.94 120715 N 0630.1 0535 59.29 120915 N 0631.1 0536 118.58 121415 N 0635.1 004 0005 -45,407.52 A.C. @ U.P.(-) 021816 N RE 5 0 014 0024 3,212.53 E.W. @ F.A.(+) 100615 Y 0580.0 0026 3,228.98 101515 Y 0582.0 021 0017 1,324.52 E.W. @ F.A.(+) 072815 Y 0574.1 0018 3,188.04 072815 Y 0662.0 0019 2,307.29 123114 Y 0699.0 0020 975.39 120914 Y 0700.0 0021 2,114.75 121214 Y 0701.0 0022 2,139.20 122314 Y 0702.0 028 0001 31,160.00 E.W. @ L.S.(+) 021816 N RE 1 0 031 0052 4,918.43 E.W. @ F.A.(+) 013014 Y 0322.1 0053 13,523.97 021314 Y 0329.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/19/16 EST. NO. 043 TIME 10:55 AM R.E. NAME: CARNEY, VICKY 04-1G9404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0057 2,904.80 012315 Y 0665.0 040 0004 1,596.00 E.W. @ L.S.(+) 021816 N RE 4 0 045 0003 690.60 E.W. @ F.A.(+) 010515 Y 0670.0 0004 1,015.62 010615 Y 0671.0 0005 3,027.19 010715 Y 0672.0 050 0016 1,129.00 E.W. @ F.A.(+) 101915 Y 0673.0 054 0002 10,245.20 E.W. @ L.S.(+) 021816 N RE 2 0 063 0005 2,247.64 E.W. @ U.P (+) 021816 N RE 1 0 064 0002 8,274.00 E.W. @ L.S.(+) 021816 N RE 2 0 066 0002 16,254.04 A.C. @ U.P.(+) 021816 N RE 1 0 076 0003 9,921.82 E.W. @ F.A.(+) 011316 Y 0707.0 0005 9,642.34 011316 Y 0709.0 080 0003 1,586.42 E.W. @ F.A.(+) 011015 Y 0586.0 0004 3,588.75 082715 Y 0711.0 0005 201.99 011215 Y 0718.0 0006 151.49 011315 Y 0719.0 0007 252.50 011415 Y 0720.0 088 0003 5,049.00 A.C. @ F.A.(+) 011416 Y 0715.0 091 0002 4,150.28 E.W. @ L.S.(+) 020216 N RE 2 0 095 0001 184,245.52 A.C. @ U.P.(+) 021816 N RE 1 0 338,673.41 TOTAL THIS ESTIMATE 1,836,414.65 TOTAL PREVIOUS ESTIMATE 2,175,088.06 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 02/19/16 EST. NO. 043 TIME 10:55 AM R.E. NAME: CARNEY, VICKY 04-1G9404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SR16-RESTAKE OF SR4 -1,700.00 003 SR19-RESTAKE OF SR4 -3,060.00 004 170 INSPECT EXPENSE -5,000.00 005 POLES INSPECT EXPENS -5,000.00 007 170-INSPECT EXPENSE -5,000.00 008 179-INSPECT EXPENSE -5,000.00 010 SR 53-RESTAKE SR 42 -1,020.00 012 SR 64-RESTAKE SR 43 -1,360.00 013 INSPECTION CREDIT 10,000.00 014 SR 87-RESTAKE SR 84 -2,720.00 020 SR 88-RESTAKE SR 82 -1,360.00 020 288-INSPECT EXPENSE -5,000.00 022 295-INSPECT EXPENSE -5,000.00 022 #94-RESTAKE SR78&71 -4,760.00 024 SR 113-99 & 100 -2,040.00 028 SR 116-100 & 110 -2,720.00 028 SR133 -RESTAKE SR106 -2,720.00 033 SR135 -RESTAKE SR106 -2,720.00 033 #156-RESTAKE SR 153 -1,360.00 038 #158-REST SR 106&133 -2,720.00 038 #160-RESTAKE SR 149 -3,060.00 038 #177-RESTAKE SR 177 -1,420.00 039 RETURN SR 133 2,720.00 039 RETURN SR 135 2,720.00 039 RETURN SR 158 2,720.00 039 ITEM 149-A ST UP -4,000.00 041 MAT'L OUT OF SPEC -319.00 041 MAT'L OUT OF SPEC -539.00 041 SR 189-RESTAKE 45&59 -710.00 043 SR 193-RESTAKE 45 -710.00 043 SR 194-RESTAKE 127 -1,420.00 043 -2,840.00 -54,278.00 LABOR COMPLIANCE VIOLATION CERT PAYROLL DEDUC -10,000.00 005 CERT PAYROLL RETURN 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS -2,840.00 -54,278.00 PROGRAM CAS145 PAGE 1 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 LOCATION PROGRESS ESTIMATE 04-CC-4-27.5/R29.0 ----------------- DAN BAKER IN CONTRA COSTA COUNTY IN ANTIOCH BAY CITIES/MYERS JV FROM THE G STREET OVERCROSSING PO BOX 6227 TO 0.1 MILE EAST OF HILLCREST CONCORD, CA 94524-6227 AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN ROADWAY AND RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 002 TIME-RELATED OVERHEAD WDAY 4,500.0000 2,970,000.00 668.000 3,006,000 003 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 17,520.00 2,082.000 16,656 (VISIBILITY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 58,200.00 9,793.000 58,758 005 TEMPORARY FLOW DIVERSION SYSTEM LS 14,028.0000 14,028.00 1.000 14,028 (LOCATION 1) 006 TEMPORARY FLOW DIVERSION SYSTEM LS 12,328.0000 12,328.00 1.000 12,328 (LOCATION 2) 007 18" TEMPORARY CULVERT LF 70.0000 17,500.00 244.000 17,080 008 24" TEMPORARY CULVERT LF 160.0000 3,200.00 0.000 0 009 TEMPORARY PIPE PLUG EA 250.0000 250.00 1.000 250 010 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 1.000 70,000 011 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.900 4,050 PREVENTION PLAN 012 TEMPORARY SILT FENCE LF 3.5000 29,855.00 10,509.000 36,781 013 TEMPORARY CONSTRUCTION ENTRANCE EA 2,125.0000 10,625.00 45.000 95,625 014 TEMPORARY COVER SQYD 6.0000 30,720.00 10,190.000 61,140 015 MOVE-IN/MOVE-OUT EA 750.0000 10,500.00 42.000 31,500 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 56,250.00 127.000 28,575 017 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 98,800.00 2,480.000 1,612.00 112,358.000 73,032 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000 019 TEMPORARY CONCRETE WASHOUT BIN EA 575.0000 155,250.00 4.000 2,300.00 251.000 144,325 020 RAIN EVENT ACTION PLAN EA 500.0000 40,500.00 2.000 1,000.00 48.000 24,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 28,350.00 1.000 450.00 20.000 9,000 PROGRAM CAS145 PAGE 2 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.350 17,500 024 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 025 TYPE III BARRICADE EA 100.0000 7,600.00 58.000 5,800 026 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 9,120.00 1,023.000 3,069 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6500 96,850.00 46,201.000 30,030 028 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 26,250.00 28.000 700.00 343.000 8,575 029 TEMPORARY PAVEMENT MARKER EA 5.0000 45,250.00 938.000 4,690.00 9,883.000 49,415 030 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,600.0000 50,400.00 4.000 50,400 031 TEMPORARY RAILING (TYPE K) LF 6.2500 410,000.00 5,480.000 34,250.00 60,820.000 380,125 032 TEMPORARY CRASH CUSHION MODULE EA 227.0000 88,530.00 304.000 69,008 033 TEMPORARY TRAFFIC SCREEN LF 2.2500 86,175.00 0.000 0 034 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 10.0000 12,200.00 0.000 0 (HAZARDOUS WASTE) 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 14,700.00 1,511.000 15,110 STRIPE (HAZARDOUS WASTE) 036 NOISE MONITORING LS 4,000.0000 4,000.00 0.900 3,600 037 ABANDON CULVERT EA 800.0000 16,000.00 17.000 13,600 038 ABANDON INLET EA 685.0000 6,850.00 11.000 7,535 039 ABANDON WATER PIPELINE LF 11.0000 6,380.00 363.000 3,993 040 ABANDON GROUND WATER CONTAMINATION EA 6,953.0000 55,624.00 0.000 0 MONITORING WELL 041 ABANDON SANITARY SEWER PIPELINE LF 8.0000 2,240.00 272.000 2,176 042 OBLITERATE SURFACING SQYD 1.4000 6,846.00 3,285.000 4,599 043 REMOVE WOOD FENCE LF 10.0000 5,700.00 407.000 4,070 044 REMOVE CHAIN LINK FENCE LF 5.0000 56,000.00 1,350.000 6,750.00 12,234.000 61,170 045 REMOVE METAL BEAM GUARD RAILING LF 12.0000 9,360.00 218.000 2,616.00 712.000 8,544 046 REMOVE DOUBLE THRIE BEAM BARRIER LF 8.0000 45,840.00 413.000 3,304.00 5,424.000 43,392 047 REMOVE WATER VALVE EA 260.0000 1,820.00 5.000 1,300 048 REMOVE IRRIGATION CONTROL VALVE EA 148.0000 444.00 0.000 0 049 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 2,970.00 262.000 262.00 4,271.000 4,271 PROGRAM CAS145 PAGE 3 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 16,200.00 22,876.000 22,876 051 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,040.00 1,392.000 2,784 052 REMOVE PAVEMENT MARKER EA 2.0000 5,620.00 250.000 500.00 4,360.000 8,720 053 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 6,750.00 8.000 1,200 054 REMOVE ROADSIDE SIGN (METAL POST) EA 225.0000 2,700.00 4.000 900 055 REMOVE ROADSIDE SIGN EA 100.0000 3,100.00 1.000 100 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE EA 3,500.0000 14,000.00 4.000 14,000 057 REMOVE WATER PIPELINE LF 19.0000 19,380.00 895.000 17,005 058 REMOVE CULVERT LF 17.6000 19,360.00 99.000 1,742.40 2,291.000 40,321 059 REMOVE ABANDONED PACIFIC GAS AND LF 19.5500 24,242.00 1,274.000 24,906 ELECTRIC GAS LINE 060 REMOVE FIRE HYDRANT ASSEMBLY EA 2,500.0000 5,000.00 1.000 2,500 061 REMOVE CULVERT (ASBESTOS CEMENT PIPE) LF 31.5000 49,140.00 0.000 0 062 REMOVE WATER METER EA 300.0000 900.00 0.000 0 063 REMOVE BACK FLOW PREVENTOR EA 575.0000 1,150.00 0.000 0 064 REMOVE INLET EA 285.0000 10,830.00 1.000 285.00 27.000 7,695 065 REMOVE DOWNDRAIN EA 460.0000 1,840.00 3.000 1,380 066 REMOVE SEWER MANHOLE EA 570.0000 1,710.00 3.000 1,710 067 REMOVE MANHOLE EA 570.0000 570.00 1.000 570 068 REMOVE RETAINING WALL LF 30.0000 13,500.00 450.000 13,500 069 REMOVE MASONRY WALL LF 13.4500 12,508.50 930.000 12,508 070 REMOVE SEWER PIPE LF 18.0000 10,980.00 610.000 10,980 071 REMOVE CONCRETE PAVEMENT AND BASE SQYD 6.2500 219,375.00 34,688.000 216,800 072 REMOVE ASPHALT CONCRETE SIDEWALK SQFT 0.3000 3,780.00 12,440.000 3,732 073 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 400.0000 400.00 0.000 0 074 RESET ROADSIDE SIGN EA 225.0000 1,350.00 0.000 0 075 RELOCATE ROADSIDE SIGN (METAL POST) EA 450.0000 4,050.00 1.000 450 076 RELOCATE ROADSIDE SIGN (WOOD POST) EA 225.0000 4,050.00 1.500 337 PROGRAM CAS145 PAGE 4 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RELOCATE ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 078 RELOCATE WATER METER EA 1,600.0000 6,400.00 4.000 6,400 079 ADJUST MANHOLE FRAME AND COVER TO GRADE EA 550.0000 2,200.00 0.000 0 080 ADJUST WATER VALVE BOX TO GRADE EA 80.0000 1,040.00 5.000 400 081 ADJUST SANITARY SEWER AND COVER TO GRADE EA 380.0000 1,900.00 0.000 0 082 MODIFY INLET TO MANHOLE EA 1,535.0000 7,675.00 5.000 7,675 083 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9000 38,380.00 7,109.000 13,507 084 REMOVE CONCRETE CURB LF 4.5000 12,195.00 673.000 3,028 085 REMOVE CONCRETE (CURB AND GUTTER) LF 4.9000 49,490.00 127.000 622.30 9,316.000 45,648 086 REMOVE CONCRETE SIDEWALK SQFT 0.5500 15,290.00 646.000 355.30 25,974.000 14,285 087 REMOVE CONCRETE ISLAND SQFT 0.6000 5,730.00 10,135.000 6,081 088 CAP INLET EA 1,100.0000 4,400.00 5.000 5,500 089 PARTIAL INLET WITH CAP EA 1,040.0000 3,120.00 3.000 3,120 090 CAP RISER EA 835.0000 835.00 0.000 0 091 CAP MANHOLE EA 1,110.0000 2,220.00 1.000 1,110 092 TEMPORARY INLET CAP EA 1,110.0000 1,110.00 1.000 1,110 093 PARTIAL INLET WITH TEMPORARY CAP EA 1,045.0000 1,045.00 1.000 1,045 094 REMOVE BOX CULVERT LS 35,000.0000 35,000.00 1.000 35,000 095 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000 096 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 1.000 200,000 097 CLEARING AND GRUBBING LS 36,000.0000 36,000.00 0.850 30,600 098 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 099 ROADWAY EXCAVATION CY 9.7000 1,134,900.00 2,461.000 23,871.70 112,352.000 1,089,814 100 ROADWAY EXCAVATION (TYPE Y-1) CY 22.8000 508,440.00 21,595.000 492,366 (AERIALLY DEPOSITED LEAD) 101 LEAD COMPLIANCE PLAN LS 2,575.0000 2,575.00 1.000 2,575 102 ADL BURIAL LOCATION REPORT LS 6,180.0000 6,180.00 0.000 0 103 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 172,400.00 4,310.000 172,400 (F) 105 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 1,603,480.00 39,804.000 1,592,160 (F) 106 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 251,100.00 3,348.000 251,100 (F) 107 STRUCTURE BACKFILL (RETAINING WALL) CY 28.5000 702,439.50 24,147.000 688,189 (F) 108 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 76,650.00 1,533.000 76,650 (F) WALL) 109 SAND BACKFILL CY 160.0000 22,400.00 371.720 59,475 110 DITCH EXCAVATION CY 26.7500 2,514.50 26.440 707 111 IMPORTED BORROW CY 5.3500 110,745.00 18,486.000 98,900 112 IMPORTED TOPSOIL CY 32.0000 8,960.00 12.000 384 113 FIBER ROLLS LF 3.2500 60,450.00 10,657.000 34,635 114 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 5.000 3,750 115 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 32,720.00 98,024.000 7,841 116 4" RECYCLED WATER METER EA 10,500.0000 10,500.00 0.250 2,625 117 2" WATER VALVE EA 475.0000 2,375.00 2.000 950 118 6" WATER VALVE EA 864.0000 1,728.00 2.000 1,728 119 8" WATER VALVE EA 1,383.0000 2,766.00 0.000 0 120 4" RECYCLED WATER VALVE EA 721.0000 721.00 1.000 721 121 14" RECYCLED WATER VALVE EA 2,725.0000 2,725.00 1.000 2,725 122 10" WATER VALVE EA 2,058.0000 2,058.00 0.000 0 123 8" CORRUGATED HIGH DENSITY LF 21.5000 24,940.00 352.000 7,568.00 975.000 20,962 POLYETHYLENE PIPE CONDUIT 124 CLASS 4 AGGREGATE SUBBASE CY 15.0000 547,500.00 19.600 294.00 34,129.940 511,949 125 CLASS 2 AGGREGATE BASE CY 30.3000 116,958.00 583.000 17,664.90 1,949.300 59,063 126 CLASS 3 AGGREGATE BASE CY 30.5000 366,000.00 9,643.200 294,117 127 LEAN CONCRETE BASE CY 138.0000 1,876,800.00 12,539.860 1,730,500 128 HOT MIX ASPHALT TON 69.0000 2,290,800.00 1,571.820 108,455.58 21,029.400 1,451,028 129 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 10.0000 140.00 0.000 0 PAVEMENT INTERLAYER) 130 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.4500 32,095.00 1,060.000 2,597 PROGRAM CAS145 PAGE 6 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 350.00 144.000 144 132 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,510.00 3,523.000 3,523 133 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,740.00 1,117.000 1,117 134 PLACE HOT MIX ASPHALT SQYD 7.0000 14,000.00 815.000 5,705 (MISCELLANEOUS AREA) 135 TACK COAT TON 845.0000 40,560.00 2.270 1,918.15 30.030 25,375 136 JOINTED PLAIN CONCRETE PAVEMENT CY 148.0000 4,765,600.00 28,836.130 4,267,747 137 SHOULDER RUMBLE STRIP STA 65.0000 16,250.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 138 SEAL PAVEMENT JOINT LF 0.5000 60,000.00 3,302.000 1,651.00 75,089.000 37,544 139 SEAL ISOLATION JOINT LF 5.0000 7,550.00 1,425.000 7,125 140 GRIND EXISTING CONCRETE SQYD 8.0000 33,600.00 0.000 0 PAVEMENT 141 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 40.0000 302,200.00 7,440.250 297,610 142 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 118,800.00 1,188.000 118,800 143 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 970.0000 607,220.00 626.000 607,220 144 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 466,000.00 9,563.500 478,175 PILING (SOUND WALL) 145 24" CAST-IN-DRILLED-HOLE CONCRETE LF 100.0000 5,000.00 50.000 5,000 PILING (SOUND WALL) 146 PRESTRESSING CAST-IN-PLACE CONCRETE LS 410,000.0000 410,000.00 1.000 410,000 147 TIEDOWN ANCHOR EA 4,000.0000 340,000.00 85.000 340,000 148 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 228,000.00 760.000 228,000 (F) 149 STRUCTURAL CONCRETE, BRIDGE CY 645.0000 3,437,850.00 5,330.000 3,437,850 (F) 150 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 4,354,700.00 12,410.000 4,343,500 (F) 151 STRUCTURAL CONCRETE, APPROACH SLAB CY 575.0000 378,925.00 659.000 378,925 (F) (TYPE N) 152 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 61,600.00 0.000 0 (F) (TYPE EBART) 153 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 301,500.00 201.000 301,500 (F) 154 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) CY 918.0000 71,604.00 78.000 71,604 (F) 155 MINOR CONCRETE (MINOR STRUCTURE) CY 963.0000 337,050.00 2.680 2,580.84 285.530 274,965 (F) 156 MINOR CONCRETE (SOUND WALL) CY 950.0000 228,000.00 281.000 266,950 PROGRAM CAS145 PAGE 7 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 MINOR CONCRETE (BACKFILL) CY 116.0000 5,916.00 13.180 1,528 158 ARCHITECTURAL TEXTURE SQFT 3.0000 290,568.00 96,856.000 290,568 (F) 159 JACKING SUPERSTRUCTURE LS 35,000.0000 35,000.00 1.000 35,000 160 SOUND WALL (RETAINING WALL) SQFT 14.0000 167,958.00 1,687.000 23,618 (F) (MASONRY BLOCK) 161 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 14.0000 969,444.00 42,370.000 593,180 (F) 162 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 340,074.00 24,291.000 340,074 (F) 163 JOINT SEAL (MR 1 1/2") LF 50.0000 36,300.00 474.000 23,700 164 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,843,518.00 1,843,518.000 1,843,518 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 1,205,861.00 1,413,435.000 1,201,419 (F) 166 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 60,200.00 60,200.000 60,200 (F) 167 BAR REINFORCING STEEL LB 1.3500 36,987.30 27,398.000 36,987 (F) (JUNCTION STRUCTURE) 168 EBART PULL BOX (TYPE E) EA 3,500.0000 73,500.00 12.000 42,000 169 EBART CONDUIT RACEWAY SECTION (6-4") LF 45.0000 318,600.00 2,220.000 99,900.00 7,080.000 318,600 170 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 532,200.00 141,920.000 532,200 (F) 171 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 28,384.00 141,920.000 28,384 (F) 172 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 26,400.00 1,160.000 17,400 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 7,670.00 31.700 412 (0.063"-UNFRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,150.00 0.000 0 (0.080"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,440.00 40.000 600 (0.063"-FRAMED) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,140.00 27.500 495 (0.080"-FRAMED) 177 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 72,000.00 95.000 71,250 (SIGN FOUNDATION) 178 METAL (ROADSIDE SIGN) LB 15.0000 25,650.00 353.000 5,295 179 METAL (RAIL MOUNTED SIGN) LB 15.0000 20,250.00 54.700 820.50 54.700 820 180 ROADSIDE SIGN - ONE POST EA 200.0000 4,000.00 0.000 0 181 ROADSIDE SIGN - TWO POST EA 400.0000 5,200.00 3.000 1,200 182 ROADSIDE SIGN EA 125.0000 3,500.00 1.000 125 (STRAP AND SADDLE BRACKET METHOD) 183 INSTALL SIGN OVERLAY SQFT 250.0000 750.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 150.00 0.000 0 EXISTING POST 185 PREPARE AND PAINT POSTMILE MARKINGS ON SQFT 20.0000 820.00 0.000 0 CONCRETE BARRIER 186 12" ALTERNATIVE PIPE CULVERT LF 34.9000 29,316.00 469.000 16,368 187 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 43.2500 226,197.50 5,109.000 220,964 188 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 43.1000 374,970.00 7,551.000 325,448 189 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 56.3500 49,024.50 106.000 5,973.10 645.000 36,345 190 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 86.6500 1,819.65 20.000 1,733 191 18" ALTERNATIVE SLOTTED PIPE LF 70.0000 23,800.00 138.000 9,660.00 334.000 23,380 192 36" REINFORCED CONCRETE PIPE LF 200.0000 3,600.00 18.000 3,600 193 48" REINFORCED CONCRETE PIPE LF 271.0000 2,168.00 8.000 2,168 194 24" REINFORCED CONCRETE PIPE DOUBLE LF 60.2500 16,267.50 270.000 16,267 CAGED CIRCULAR REINFORCEMENT 195 30" REINFORCED CONCRETE PIPE DOUBLE LF 81.5000 19,560.00 240.000 19,560 CAGED CIRCULAR REINFORCEMENT 196 18" REINFORCED CONCRETE PIPE (CLASS V) LF 90.6500 19,943.00 216.000 19,580 197 72" REINFORCED CONCRETE PIPE (CLASS V) LF 432.4500 92,976.75 215.000 92,976 198 JACKED 18" REINFORCED CONCRETE PIPE LF 502.6000 85,442.00 118.000 59,306 (CLASS II) 199 JACKED 72" REINFORCED CONCRETE PIPE LF 967.3500 145,102.50 150.000 145,102 (CLASS V) 200 RIGID RAIL FALL PROTECTION SYSTEM EA 3,185.0000 3,185.00 0.000 0 201 12" CORRUGATED STEEL PIPE (.064" THICK) LF 27.3500 8,205.00 183.000 5,005 202 18" CORRUGATED STEEL PIPE WITH METAL CAP LF 32.5000 650.00 20.000 650 203 3" PVC PIPE (SCHEDULE 40) LF 1.4000 56.00 0.000 0 204 8" PLASTIC PIPE UNDERDRAIN RISER LF 29.2500 1,491.75 16.800 491 205 8" PLASTIC PIPE UNDERDRAIN TERMINAL LF 45.1000 2,480.50 16.700 753 RISER 206 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.4000 101,794.00 2,419.100 37,254 207 ANCHOR ASSEMBLY EA 189.0000 1,890.00 0.000 0 208 CITY OF ANTIOCH DRAINAGE INLET EA 2,113.0000 54,938.00 21.000 44,373 209 DRAINAGE INLET MARKER EA 51.5000 1,339.00 0.000 0 210 36" CORRUGATED STEEL PIPE INLET LF 315.6000 2,840.40 6.500 2,051 (.064" THICK, BITUMINOUS COATED) PROGRAM CAS145 PAGE 9 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 24" WELDED STEEL PIPE CASING (BRIDGE) LF 250.0000 19,250.00 77.000 19,250 (F) 212 12" WELDED STEEL PIPE CASING (BRIDGE) LF 185.0000 14,430.00 78.000 14,430 (F) 213 8" DUCTILE IRON PIPE (WATER MAIN) LF 80.1500 27,251.00 230.000 18,434 214 12" WELDED STEEL PIPE (.250" THICK) LF 165.0000 13,035.00 78.700 12,985 215 AIR AND VACUUM RELIEF VALVE EA 2,662.0000 2,662.00 1.000 2,662 216 COMBINATION AIR VALVE (RECYCLED WATER) EA 3,692.0000 3,692.00 1.000 3,692 217 WATER SERVICE LATERAL LF 123.0000 4,305.00 35.000 4,305 218 4" VITRIFIED CLAY PIPE SANITARY SEWER LF 82.3000 6,419.40 59.000 4,855 LATERAL 219 6" VITRIFIED CLAY PIPE SANITARY SEWER LF 46.9500 27,700.50 590.000 27,700 MAIN 220 10" VITRIFIED CLAY PIPE SANITARY SEWER LF 123.0000 25,830.00 210.000 25,830 MAIN 221 2" POLYVINYL CHLORIDE PIPE (IRRIGATION) LF 15.0000 3,750.00 0.000 0 222 6" POLYVINYL CHLORIDE WATER PIPE LF 34.8500 20,910.00 606.000 21,119 223 4" POLYVINYL CHLORIDE RECYCLED WATER LF 113.0000 2,938.00 0.000 0 MAIN 224 14" POLYVINYL CHLORIDE RECYCLED WATER LF 70.9500 39,732.00 560.000 39,732 MAIN 225 18" POLYVINYL CHLORIDE CASING LF 121.8500 36,555.00 264.000 32,168 226 CITY OF ANTIOCH SANITARY SEWER EA 3,840.0000 15,360.00 4.000 15,360 MANHOLE (TYPE II) 227 CITY OF ANTIOCH MANHOLE (TYPE III) EA 3,682.0000 11,046.00 3.000 11,046 228 SIDEWALK OPENING WITH CHECKERED PLATE EA 3,500.0000 7,000.00 1.000 3,500 229 ROCK SLOPE PROTECTION CY 290.0000 1,450.00 1.420 411 (FACING, METHOD B) 230 SLOPE PAVING (CONCRETE) (BLOCK PAVERS) SQFT 17.0000 432,820.00 0.000 0 (F) 231 MINOR CONCRETE (GUTTER LINING) CY 500.0000 21,500.00 0.000 0 232 ROCK SLOPE PROTECTION FABRIC SQFT 6.0000 660.00 38.000 228 233 MINOR CONCRETE (CURB) LF 15.0000 3,900.00 68.000 1,020 234 MINOR CONCRETE (MISCELLANEOUS CY 750.0000 750.00 0.300 225 CONSTRUCTION) 235 MINOR CONCRETE (CURB AND GUTTER) LF 15.0000 147,450.00 766.000 11,490.00 7,358.000 110,370 236 MINOR CONCRETE (ISLAND PAVING) SQYD 45.0000 3,915.00 0.000 0 237 MINOR CONCRETE (GUTTER) LF 20.0000 54,440.00 1,799.000 35,980.00 2,019.000 40,380 PROGRAM CAS145 PAGE 10 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 MINOR CONCRETE (SIDEWALK) SQYD 27.5000 161,975.00 769.820 21,170.05 4,791.820 131,775 239 MINOR CONCRETE SQFT 10.0000 79,600.00 3,813.000 38,130 (CONTRASTING SURFACE TREATMENT) 240 MISCELLANEOUS IRON AND STEEL LB 1.6000 91,294.40 4,483.000 7,172.80 33,683.000 53,892 (F) 241 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 52,220.00 0.000 0 242 WOOD FENCE LF 45.0000 15,300.00 255.000 11,475 243 4' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 5,000.00 0.000 0 244 12' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 7,500.00 0.000 0 245 SURVEY MONUMENT (TYPE D) EA 600.0000 12,000.00 0.000 0 246 DELINEATOR (CLASS 1) EA 35.0000 525.00 0.000 0 247 GUARD RAILING DELINEATOR EA 20.0000 1,340.00 42.000 840 248 CONCRETE BARRIER MARKER EA 60.0000 1,680.00 0.000 0 249 OBJECT MARKER EA 50.0000 900.00 0.000 0 250 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 51,200.00 1,362.500 27,250 251 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 23,650.00 335.400 18,447 252 CHAIN LINK RAILING LF 35.0000 77,630.00 262.000 9,170.00 2,979.000 104,265 (F) 253 CONCRETE BARRIER (TYPE K) LF 30.0000 15,600.00 0.000 0 254 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 3,000.00 0.000 0 (WOOD POST) 255 EBART CONCRETE BARRIER (TYPE A) LF 125.0000 1,362,500.00 4,859.000 607,375.00 10,860.000 1,357,500 256 EBART CONCRETE BARRIER (TYPE B) LF 200.0000 192,000.00 348.000 69,600.00 940.000 188,000 257 EBART CONCRETE BARRIER (TYPE C) LF 300.0000 375,000.00 1,250.000 375,000 258 TRANSITION RAILING (TYPE WB) EA 2,500.0000 10,000.00 1.000 2,500.00 2.000 5,000 259 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,200.0000 6,600.00 2.000 4,400 260 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 2,300.00 2.000 4,600 261 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 2.000 4,400 262 ALTERNATIVE CRASH CUSHION (SR4) EA 15,000.0000 120,000.00 1.000 15,000.00 7.000 105,000 263 ALTERNATIVE CRASH CUSHION (CITY STREET) EA 10,000.0000 130,000.00 7.000 70,000 264 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 CONCRETE BARRIER (TYPE 60D) LF 35.0000 118,405.00 1,966.000 68,810 (F) 266 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 90.0000 42,030.00 229.000 20,610 (F) 267 CONCRETE BARRIER (TYPE 732) LF 60.0000 46,560.00 564.000 33,840 (F) 268 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 140.0000 36,400.00 130.000 18,200 (F) 269 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 55.0000 380,930.00 776.000 42,680.00 6,430.000 353,650 (F) 270 CONCRETE BARRIER (TYPE 736S) LF 80.0000 6,320.00 79.000 6,320 (F) 271 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 166,860.00 1,854.000 166,860 (F) 272 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 27,560.00 7,075.000 4,598 273 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,335.00 0.000 0 274 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,600.00 968.000 968 275 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 375.00 0.000 0 (BROKEN 8-4) 276 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,970.00 0.000 0 (BROKEN 12-3) 277 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 21,840.00 928.000 3,248 278 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 390.00 0.000 0 (BROKEN 6-1) 279 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 25,610.00 0.000 0 (BROKEN 34-14) 280 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 15,030.00 224.000 672 281 PAVEMENT MARKER EA 3.0000 840.00 26.000 78 (RETROREFLECTIVE-SPECIAL TYPE D) 282 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 450.00 0.000 0 TYPE C) 283 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 4,980.00 0.000 0 TYPE G) 284 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 1,590.00 0.000 0 TYPE H) 285 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 286 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.900 45,000 (TEMPORARY LOCATION 1) 287 SIGNAL AND LIGHTING (TEMPORARY LS 70,000.0000 70,000.00 0.899 62,930 LOCATION 2) 288 SIGNAL AND LIGHTING (LOCATION 1) LS 145,000.0000 145,000.00 0.679 98,455 289 SIGNAL AND LIGHTING (LOCATION 2) LS 165,000.0000 165,000.00 0.510 84,150 290 SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.058 8,120.00 0.058 8,120 (CITY STREET LOCATION 1) 291 SIGNAL AND LIGHTING LS 125,000.0000 125,000.00 0.919 114,875 (CITY STREET LOCATION 2) PROGRAM CAS145 PAGE 12 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 MODIFY SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.899 44,950 (CITY STREET LOCATION 3) 293 LIGHTING (TEMPORARY) LS 165,000.0000 165,000.00 0.763 125,895 294 LIGHTING (CITY STREET) LS 265,000.0000 265,000.00 0.604 160,060 295 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 0.700 157,500 296 INTERCONNECTION CONDUIT AND CABLE LS 20,000.0000 20,000.00 0.351 7,020 297 COMMUNICATION CONDUIT (FIBER OPTIC) LS 200,000.0000 200,000.00 0.332 66,400 298 INTERFACE CABLES EA 500.0000 1,000.00 0.000 0 299 RELOCATE WIRELESS VEHICLE DETECTOR LS 35,000.0000 35,000.00 0.150 5,250 SYSTEM 300 TRAFFIC OPERATIONS SYSTEM LS 550,000.0000 550,000.00 0.603 331,650 301 INTEGRATED CAMERA UNIT EA 5,000.0000 10,000.00 0.000 0 302 CAMERA CONTROL UNIT EA 2,500.0000 5,000.00 0.000 0 303 RACK MOUNT POWER STRIP EA 200.0000 400.00 0.000 0 304 EQUIPMENT SHELF WITH BRACKETS EA 150.0000 300.00 0.000 0 305 EMERGENCY VEHICLE DETECTOR SYSTEM LS 20,000.0000 20,000.00 0.000 0 306 HIGH MAST CAMERA INTERLOCK JUNCTION BOX EA 5,000.0000 5,000.00 0.000 0 307 HYBRID CAMERA CABLE AND CONNECTORS EA 1,000.0000 2,000.00 0.000 0 308 HIGH MAST CAMERA POLE ASSEMBLY EA 10,000.0000 10,000.00 0.000 0 309 VIDEO ENCODER UNIT EA 4,000.0000 8,000.00 0.000 0 310 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,500.0000 6,000.00 0.000 0 MODEM ASSEMBLY 311 FIRE HYDRANT ASSEMBLY EA 7,215.0000 7,215.00 0.000 0 312 BLOWOFF ASSEMBLY EA 2,763.0000 2,763.00 1.000 2,763 PROGRAM CAS145 PAGE 13 DATE 02/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 10:55 AM ESTIMATE NO. 043 BID OPENING 04/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 02/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,172,054.62 41,727,454.18 ADJUSTMENT OF COMPENSATION 160,141.04 193,512.03 EXTRA WORK 178,532.37 1,981,576.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,510,728.03 43,902,542.24 313 MOBILIZATION LS 5,208,867.0700 5,208,867.07 1.000 5,208,867 ORIGINAL CONTRACT AMOUNT 52,222,222.22 TOTAL WORK COMPLETED 1,510,728.03 49,111,409.31 MATERIALS ON HAND ON SITE 491,859.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,840.00 -54,278.00 TOTAL 1,507,888.03 49,548,990.86 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 07/03/12 660 08/28/12 08/28/12 06/03/16 673 168 13 0 88% 100% PROGRESS IS SATISFACTORY CARNEY, VICKY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/19/16