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 03/21/14 EST. NO.20 TIME 01:23 PM 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 0164 425.57 E.W. @ F.A.(+) 071713 N 5004.0 0213 273.45 091313 Y 0190.0 0214 353.52 091913 Y 0191.0 0215 245.48 092013 Y 0192.0 0217 226.80 092613 Y 0194.0 0218 653.33 092713 Y 0195.0 0219 371.64 093013 Y 0196.0 0220 102.90 100113 Y 0197.0 0227 675.33 110413 Y 0205.0 0228 337.68 110513 Y 0206.0 0230 487.72 110813 Y 0208.0 0231 248.24 111113 Y 0209.0 0235 1,299.38 123013 Y 0213.0 0236 1,228.19 123113 Y 0214.0 0237 1,460.85 010214 Y 0215.0 0238 978.19 010314 Y 0216.0 0239 1,232.31 010814 Y 0217.0 0240 1,479.36 011014 Y 0218.0 0241 671.23 011314 Y 0219.0 0242 1,011.32 012314 Y 0220.0 0244 292.02 021513 N 0067.1 0248 685.31 021414 N 0332.0 007 0025 658.17 E.W. @ F.A.(+) 120312 Y 0231.0 0028 662.44 052813 Y 0234.0 0029 756.50 062113 Y 0235.0 0030 513.51 062413 Y 0236.0 0031 383.86 062513 Y 0237.0 0038 390.17 102913 Y 0244.0 0039 521.99 111913 Y 0245.0 0040 331.36 112013 Y 0246.0 0041 749.50 012814 Y 0319.0 0042 413.89 012914 Y 0320.0 0043 257.34 013014 Y 0321.0 014 0007 382.85 E.W. @ F.A.(+) 091913 Y 0249.0 0010 559.34 100313 Y 0252.0 016 0023 334.46 E.W. @ F.A.(+) 110712 Y 0255.0 0035 1,821.26 062713 Y 0266.0 0036 1,013.19 062813 Y 0267.0 021 0006 334.46 E.W. @ F.A.(+) 020113 Y 0270.0 022 0017 2,136.92 E.W. @ F.A.(+) 010214 N 0334.0 031 0017 2,341.10 E.W. @ F.A.(+) 052113 Y 0273.0 0018 9,014.72 060513 Y 0274.0 0020 642.14 061713 Y 0276.0 0023 205.80 090613 Y 0279.0 0024 1,045.95 090713 Y 0280.0 0026 2,753.52 013014 Y 0322.0 0027 3,015.86 013114 Y 0323.0 0028 2,418.94 020314 Y 0324.0 0029 2,418.94 020414 Y 0325.0 0030 4,288.77 020514 Y 0326.0 0032 2,660.95 021014 Y 0328.0 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 03/21/14 EST. NO.20 TIME 01:23 PM 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 --------------------------------------------------------------------------- 0033 703.62 021314 Y 0329.0 032 0003 1,703.05 E.W. @ F.A.(+) 052813 Y 0282.0 0005 558.25 060313 Y 0284.0 0006 2,208.03 061013 Y 0285.0 050 0001 1,289.86 E.W. @ F.A.(+) 072013 Y 0291.0 061 0001 22,551.00 E.W. @ L.S.(+) 031814 N RE 1 0 86,781.53 TOTAL THIS ESTIMATE 863,492.67 TOTAL PREVIOUS ESTIMATE 950,274.20 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 03/21/14 EST. NO.20 TIME 01:23 PM R.E. NAME: CARNEY, VICKY 04-1G9404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SR16-RESTAKE OF SR4 -1,700.00 03 SR19-RESTAKE OF SR4 -3,060.00 04 170 INSPECT EXPENSE -5,000.00 05 POLES INSPECT EXPENS -5,000.00 07 170-INSPECT EXPENSE -5,000.00 08 179-INSPECT EXPENSE -5,000.00 10 SR 53-RESTAKE SR 42 -1,020.00 12 SR 64-RESTAKE SR 43 -1,360.00 13 INSPECTION CREDIT 10,000.00 14 SR 87-RESTAKE SR 84 -2,720.00 20 SR 88-RESTAKE SR 82 -1,360.00 20 -4,080.00 -21,220.00 LABOR COMPLIANCE VIOLATION CERT PAYROLL DEDUC -10,000.00 05 CERT PAYROLL RETURN 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS -4,080.00 -21,220.00 PROGRAM CAS145 PAGE 1 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 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 1204 W 10TH STREET TO 0.1 MILE EAST OF HILLCREST ANTIOCH, CA 94509 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 0.500 2,500 002 TIME-RELATED OVERHEAD WDAY 4,500.0000 2,970,000.00 327.000 1,471,500 003 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 17,520.00 802.000 6,416 (VISIBILITY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 58,200.00 8,622.000 51,732 005 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 17,500.00 204.000 14,280 008 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 0.495 34,650 011 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.700 3,150 PREVENTION PLAN 012 TEMPORARY SILT FENCE LF 3.5000 29,855.00 6,439.000 22,536 013 TEMPORARY CONSTRUCTION ENTRANCE EA 2,125.0000 10,625.00 2.000 4,250.00 33.000 70,125 014 TEMPORARY COVER SQYD 6.0000 30,720.00 5,430.000 32,580 015 MOVE-IN/MOVE-OUT EA 750.0000 10,500.00 1.000 750.00 24.000 18,000 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 56,250.00 82.000 18,450 017 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 98,800.00 7,260.000 4,719.00 90,488.000 58,817 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 75,000.0000 75,000.00 0.495 37,125 019 TEMPORARY CONCRETE WASHOUT BIN EA 575.0000 155,250.00 14.000 8,050.00 159.000 91,425 020 RAIN EVENT ACTION PLAN EA 500.0000 40,500.00 1.000 500.00 22.000 11,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 28,350.00 4.000 1,800 PROGRAM CAS145 PAGE 2 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 12,500 024 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.495 99,000 025 TYPE III BARRICADE EA 100.0000 7,600.00 12.000 1,200.00 52.000 5,200 026 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 32,426.000 21,076 028 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 26,250.00 41.000 1,025.00 200.000 5,000 029 TEMPORARY PAVEMENT MARKER EA 5.0000 45,250.00 4,428.000 22,140 030 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,600.0000 50,400.00 2.000 25,200 031 TEMPORARY RAILING (TYPE K) LF 6.2500 410,000.00 31,840.000 199,000 032 TEMPORARY CRASH CUSHION MODULE EA 227.0000 88,530.00 188.000 42,676 033 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 0.700 2,800 037 ABANDON CULVERT EA 800.0000 16,000.00 9.000 7,200 038 ABANDON INLET EA 685.0000 6,850.00 3.000 2,055 039 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 50.000 400 042 OBLITERATE SURFACING SQYD 1.4000 6,846.00 298.000 417 043 REMOVE WOOD FENCE LF 10.0000 5,700.00 407.000 4,070 044 REMOVE CHAIN LINK FENCE LF 5.0000 56,000.00 9,137.000 45,685 045 REMOVE METAL BEAM GUARD RAILING LF 12.0000 9,360.00 342.000 4,104 046 REMOVE DOUBLE THRIE BEAM BARRIER LF 8.0000 45,840.00 3,111.000 24,888 047 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 2,766.000 2,766 PROGRAM CAS145 PAGE 3 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,701.000 21,701 051 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,040.00 1,172.000 2,344 052 REMOVE PAVEMENT MARKER EA 2.0000 5,620.00 234.000 468.00 3,637.000 7,274 053 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 6,750.00 1.000 150.00 6.000 900 054 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 2.000 7,000 057 REMOVE WATER PIPELINE LF 19.0000 19,380.00 895.000 17,005 058 REMOVE CULVERT LF 17.6000 19,360.00 -40.000 -704.00 437.500 7,700 059 REMOVE ABANDONED PACIFIC GAS AND LF 19.5500 24,242.00 624.000 12,199 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 18.000 5,130 065 REMOVE DOWNDRAIN EA 460.0000 1,840.00 2.000 920 066 REMOVE SEWER MANHOLE EA 570.0000 1,710.00 2.000 1,140 067 REMOVE MANHOLE EA 570.0000 570.00 0.000 0 068 REMOVE RETAINING WALL LF 30.0000 13,500.00 0.000 0 069 REMOVE MASONRY WALL LF 13.4500 12,508.50 0.000 0 070 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 1,217.000 7,606 072 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 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 80 081 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 4,733.000 8,992 084 REMOVE CONCRETE CURB LF 4.5000 12,195.00 390.000 1,755.00 390.000 1,755 085 REMOVE CONCRETE (CURB AND GUTTER) LF 4.9000 49,490.00 2,795.000 13,695.50 8,859.000 43,409 086 REMOVE CONCRETE SIDEWALK SQFT 0.5500 15,290.00 22,193.000 12,206 087 REMOVE CONCRETE ISLAND SQFT 0.6000 5,730.00 7,394.000 4,436.40 10,135.000 6,081 088 CAP INLET EA 1,100.0000 4,400.00 1.000 1,100.00 4.000 4,400 089 PARTIAL INLET WITH CAP EA 1,040.0000 3,120.00 2.000 2,080 090 CAP RISER EA 835.0000 835.00 0.000 0 091 CAP MANHOLE EA 1,110.0000 2,220.00 0.000 0 092 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 0.250 8,750 095 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 0.000 0 096 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 0.000 0 097 CLEARING AND GRUBBING LS 36,000.0000 36,000.00 0.700 25,200 098 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.495 9,900 099 ROADWAY EXCAVATION CY 9.7000 1,134,900.00 78,479.000 761,246 100 ROADWAY EXCAVATION (TYPE Y-1) CY 22.8000 508,440.00 17,291.000 394,234 (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 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 172,400.00 966.000 38,640 (F) 105 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 1,603,480.00 29,153.000 1,166,120 (F) 106 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 251,100.00 400.000 30,000 (F) 107 STRUCTURE BACKFILL (RETAINING WALL) CY 28.5000 702,439.50 17,526.000 499,491 (F) 108 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 76,650.00 1,165.000 58,250 (F) WALL) 109 SAND BACKFILL CY 160.0000 22,400.00 58.220 9,315.20 310.870 49,739 110 DITCH EXCAVATION CY 26.7500 2,514.50 0.000 0 111 IMPORTED BORROW CY 5.3500 110,745.00 16,502.000 88,285 112 IMPORTED TOPSOIL CY 32.0000 8,960.00 12.000 384 113 FIBER ROLLS LF 3.2500 60,450.00 2,250.000 7,312 114 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 1.000 750 115 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 32,720.00 0.000 0 116 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 0.000 0 118 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 24,940.00 541.000 11,631 POLYETHYLENE PIPE CONDUIT 124 CLASS 4 AGGREGATE SUBBASE CY 15.0000 547,500.00 17,050.000 255,750 125 CLASS 2 AGGREGATE BASE CY 30.3000 116,958.00 0.000 0 126 CLASS 3 AGGREGATE BASE CY 30.5000 366,000.00 4,510.000 137,555 127 LEAN CONCRETE BASE CY 138.0000 1,876,800.00 30.400 4,195.20 4,232.800 584,126 128 HOT MIX ASPHALT TON 69.0000 2,290,800.00 5,157.450 355,864 129 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 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 7,510.00 0.000 0 133 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,740.00 0.000 0 134 PLACE HOT MIX ASPHALT SQYD 7.0000 14,000.00 0.000 0 (MISCELLANEOUS AREA) 135 TACK COAT TON 845.0000 40,560.00 7.520 6,354 136 JOINTED PLAIN CONCRETE PAVEMENT CY 148.0000 4,765,600.00 2,019.000 298,812 137 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 4,949.000 2,474 139 SEAL ISOLATION JOINT LF 5.0000 7,550.00 0.000 0 140 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 2,032.250 81,290 142 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 118,800.00 556.000 55,600 143 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 970.0000 607,220.00 121.000 117,370 144 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 466,000.00 5,241.250 262,062 PILING (SOUND WALL) 145 24" CAST-IN-DRILLED-HOLE CONCRETE LF 100.0000 5,000.00 0.000 0 PILING (SOUND WALL) 146 PRESTRESSING CAST-IN-PLACE CONCRETE LS 410,000.0000 410,000.00 0.250 102,500 147 TIEDOWN ANCHOR EA 4,000.0000 340,000.00 69.000 276,000 148 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 228,000.00 163.000 48,900 (F) 149 STRUCTURAL CONCRETE, BRIDGE CY 645.0000 3,437,850.00 1,301.500 839,467 (F) 150 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 4,354,700.00 9,197.000 3,218,950 (F) 151 STRUCTURAL CONCRETE, APPROACH SLAB CY 575.0000 378,925.00 0.000 0 (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 64.000 96,000 (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 337,050.00 127.430 122,715 (F) 156 MINOR CONCRETE (SOUND WALL) CY 950.0000 228,000.00 160.000 152,000 PROGRAM CAS145 PAGE 7 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.870 448 158 ARCHITECTURAL TEXTURE SQFT 3.0000 290,568.00 67,899.000 203,697 (F) 159 JACKING SUPERSTRUCTURE LS 35,000.0000 35,000.00 0.000 0 160 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 28,813.000 403,382 (F) 162 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 340,074.00 15,208.000 212,912 (F) 163 JOINT SEAL (MR 1 1/2") LF 50.0000 36,300.00 0.000 0 164 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,843,518.00 370,625.000 370,625 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 1,205,861.00 1,042,597.000 886,207 (F) 166 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 60,200.00 18,060.000 18,060 (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 0.000 0 169 EBART CONDUIT RACEWAY SECTION (6-4") LF 45.0000 318,600.00 200.000 9,000 170 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 532,200.00 22,440.000 84,150 (F) 171 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 28,384.00 22,440.000 4,488 (F) 172 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 26,400.00 360.000 5,400 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 7,670.00 24.700 321 (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 19.500 292 (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 0.000 0 (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 0.000 0 180 ROADSIDE SIGN - ONE POST EA 200.0000 4,000.00 0.000 0 181 ROADSIDE SIGN - TWO POST EA 400.0000 5,200.00 2.000 800 182 ROADSIDE SIGN EA 125.0000 3,500.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 183 INSTALL SIGN OVERLAY SQFT 250.0000 750.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,693.000 116,472 188 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 43.1000 374,970.00 80.000 3,448.00 4,427.000 190,803 189 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 56.3500 49,024.50 199.000 11,213 190 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 0.000 0 192 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 40.000 3,626.00 40.000 3,626 197 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 0.000 0 (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 0.000 0 202 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 0.000 0 205 8" PLASTIC PIPE UNDERDRAIN TERMINAL LF 45.1000 2,480.50 0.000 0 RISER 206 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.4000 101,794.00 0.000 0 207 ANCHOR ASSEMBLY EA 189.0000 1,890.00 0.000 0 208 CITY OF ANTIOCH DRAINAGE INLET EA 2,113.0000 54,938.00 1.000 2,113.00 19.000 40,147 209 DRAINAGE INLET MARKER EA 51.5000 1,339.00 0.000 0 210 36" CORRUGATED STEEL PIPE INLET LF 315.6000 2,840.40 0.000 0 (.064" THICK, BITUMINOUS COATED) PROGRAM CAS145 PAGE 9 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 213 8" DUCTILE IRON PIPE (WATER MAIN) LF 80.1500 27,251.00 56.000 4,488.40 176.000 14,106 214 12" WELDED STEEL PIPE (.250" THICK) LF 165.0000 13,035.00 43.800 7,227 215 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 0.000 0 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 50.000 6,092.50 170.000 20,714 226 CITY OF ANTIOCH SANITARY SEWER EA 3,840.0000 15,360.00 3.000 11,520 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 0.000 0 (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 0.000 0 233 MINOR CONCRETE (CURB) LF 15.0000 3,900.00 68.000 1,020 234 MINOR CONCRETE (MISCELLANEOUS CY 750.0000 750.00 0.000 0 CONSTRUCTION) 235 MINOR CONCRETE (CURB AND GUTTER) LF 15.0000 147,450.00 5,128.000 76,920 236 MINOR CONCRETE (ISLAND PAVING) SQYD 45.0000 3,915.00 0.000 0 237 MINOR CONCRETE (GUTTER) LF 20.0000 54,440.00 220.000 4,400 PROGRAM CAS145 PAGE 10 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,022.000 110,605 239 MINOR CONCRETE SQFT 10.0000 79,600.00 0.000 0 (CONTRASTING SURFACE TREATMENT) 240 MISCELLANEOUS IRON AND STEEL LB 1.6000 91,294.40 6,216.000 9,945 (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 0.000 0 248 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 51,200.00 312.500 6,250 251 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 23,650.00 0.000 0 252 CHAIN LINK RAILING LF 35.0000 77,630.00 1,703.000 59,605 (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 0.000 0 256 EBART CONCRETE BARRIER (TYPE B) LF 200.0000 192,000.00 0.000 0 257 EBART CONCRETE BARRIER (TYPE C) LF 300.0000 375,000.00 0.000 0 258 TRANSITION RAILING (TYPE WB) EA 2,500.0000 10,000.00 0.000 0 259 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,200.0000 6,600.00 0.000 0 260 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 2,300.00 0.000 0 261 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 1.000 2,200 262 ALTERNATIVE CRASH CUSHION (SR4) EA 15,000.0000 120,000.00 4.000 60,000 263 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 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,124.000 39,340 (F) 266 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 90.0000 42,030.00 0.000 0 (F) 267 CONCRETE BARRIER (TYPE 732) LF 60.0000 46,560.00 0.000 0 (F) 268 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 140.0000 36,400.00 130.000 18,200.00 130.000 18,200 (F) 269 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 55.0000 380,930.00 1,662.000 91,410.00 5,113.000 281,215 (F) 270 CONCRETE BARRIER (TYPE 736S) LF 80.0000 6,320.00 0.000 0 (F) 271 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 166,860.00 374.000 33,660.00 824.000 74,160 (F) 272 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 27,560.00 0.000 0 273 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,335.00 0.000 0 274 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,600.00 0.000 0 275 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 0.000 0 278 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 0.368 60,720 290 SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.000 0 (CITY STREET LOCATION 1) 291 SIGNAL AND LIGHTING LS 125,000.0000 125,000.00 0.753 94,125 (CITY STREET LOCATION 2) PROGRAM CAS145 PAGE 12 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 37,500 (CITY STREET LOCATION 3) 293 LIGHTING (TEMPORARY) LS 165,000.0000 165,000.00 0.584 96,360 294 LIGHTING (CITY STREET) LS 265,000.0000 265,000.00 0.214 56,710 295 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 0.366 82,350 296 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 0.176 35,200 298 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 0.527 289,850 301 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 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G9404 TIME 01:23 PM ESTIMATE NO. 20 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 03/20/14 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 217,943.20 17,896,413.66 ADJUSTMENT OF COMPENSATION 0.00 78,754.95 EXTRA WORK 86,781.53 871,519.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 304,724.73 18,846,687.86 313 MOBILIZATION LS 5,208,867.0700 5,208,867.07 0.950 4,948,423 ORIGINAL CONTRACT AMOUNT 52,222,222.22 TOTAL WORK COMPLETED 304,724.73 23,795,111.58 MATERIALS ON HAND ON SITE 1,092,670.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,080.00 -21,220.00 TOTAL 300,644.73 24,866,562.40 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 07/03/12 660 08/28/12 08/28/12 07/31/15 325 60 5 0 44% 49% PROGRESS IS SATISFACTORY CARNEY, VICKY RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/14