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 09/24/14 EST. NO.19 TIME 07:21 AM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0060 631.98 E.W. @ F.A.(+) 090613 N 0239.0 0062 2,172.90 091313 N 0255.0 0063 422.45 091713 N 0259.0 0064 1,300.47 092313 N 0272.0 0065 760.94 092313 N 0273.0 0066 500.92 100213 N 0285.0 0067 500.92 100713 N 0289.0 0068 2,103.10 100813 N 0294.0 0069 495.32 042913 N 0101.0 0070 496.68 050213 N 0103.0 0071 206.12 050313 N 0104.0 0072 103.06 050713 N 0106.0 0073 1,470.57 050713 N 0107.0 0074 5,083.09 050813 N 0108.0 0075 975.91 050813 N 0109.0 0076 5,507.53 050913 N 0111.0 0076-1 -5,507.53 050913 N 0111.0 DAO CORRECTING ENTRY 0076-2 5,414.64 050913 N 0111.0 DAO CORRECTING ENTRY 0077 2,492.16 051013 N 0115.0 0078 1,040.49 051613 N 0119.0 0079 321.78 052013 N 0121.0 0080 753.19 052113 N 0123.0 0081 684.50 052313 N 0126.0 0082 1,720.94 052413 N 0127.0 0083 715.64 062113 N 0140.0 0085 11,550.63 091913 N 0268.0 0086 4,608.73 092613 N 0279.0 0087 166.97 101413 N 0304.0 0088 667.92 101513 N 0308.0 0089 258.07 101613 N 0310.0 0090 834.90 102313 N 0316.0 0091 294.85 102413 N 0317.0 004 0057 206.12 E.W. @ F.A.(+) 051613 N 0118.0 006 0012 3,562.94 E.W. @ F.A.(+) 060313 N 0131.0 007 0001 1,825.30 E.W. @ F.A.(+) 101313 N 0300.0 0002 409.49 051713 N 0120.0 0003 309.19 052113 N 0122.0 0004 103.06 052213 N 0124.0 0005 667.92 101513 N 0305.0 0006 731.54 102313 N 0315.0 008 0040 1,227.85 E.W. @ F.A.(+) 091613 N 0257.0 0041 236.08 091913 N 0266.0 0042 2,339.52 091913 N 0267.0 0043 239.24 092013 Y 0269.0 0044 951.39 062313 N 0270.0 0045 3,145.20 092313 N 0271.0 0046 2,824.73 101013 N 0297.0 0047 697.07 060613 N 0134.0 0048 326.67 062113 N 0139.0 009 0018 68.69 E.W. @ F.A.(+) 091813 N 0262.0 0019 196.57 091913 N 0264.0 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 09/24/14 EST. NO.19 TIME 07:21 AM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0020 433.95 092513 N 0276.0 0021 573.80 092513 N 0277.0 0022 196.57 100413 N 0287.0 0023 315.21 100513 N 0288.0 0024 417.45 100913 N 0295.0 0025 147.43 101013 N 0296.0 0026 256.12 050613 N 0105.0 0027 412.26 050913 N 0113.0 0028 325.88 051413 N 0116.0 0029 638.02 051613 N 0117.0 0030 103.06 052213 N 0125.0 0031 103.06 052813 N 0128.0 0032 144.70 052913 N 0129.0 0033 192.92 061213 N 0136.0 0034 81.67 061713 N 0137.0 0035 72.35 061813 N 0138.0 0036 326.67 062413 N 0142.0 0056 98.28 012214 N 0448.0 014 0006 554.48 E.W. @ F.A.(+) 091213 N 0251.0 0007 554.48 091313 N 0254.0 0008 462.06 091613 N 0258.0 0009 462.06 091713 N 0260.0 0010 462.06 091813 N 0261.0 0011 487.77 091813 N 0263.0 0012 462.06 091913 N 0265.0 0013 364.61 101713 N 0311.0 016 0001 3,980.72 E.W. @ F.A.(+) 091113 N 0247.0 0003 917.33 091313 N 0252.0 0004 1,181.17 091613 N 0256.0 0005 2,499.68 101513 N 0307.0 021 0002 1,227.55 E.W. @ F.A.(+) 100213 N 0284.0 028 0002 4,191.42 E.W. @ F.A.(+) 100713 N 0290.0 0003 2,232.13 101013 N 0298.0 0004 4,886.38 101513 N 0306.0 030 0005 139,162.10 A.C. @ U.P.(+) 091714 N 004 0 237,745.87 TOTAL THIS ESTIMATE 2,034,884.62 TOTAL PREVIOUS ESTIMATE 2,272,630.49 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 09/24/14 EST. NO.19 TIME 07:21 AM R.E. NAME: SAKER, GEORGE 07-215944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2013 SOLID WS -10,000.00 11 ANNUAL 2013 SOLID WS 10,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 LOCATION PROGRESS ESTIMATE 07-LA-5-4.0/5.8 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN NORWALK P O BOX 1489 FROM 0.4 MILE SOUTH OF SAN ANTONIO SUN VALLEY CA 91353 DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING FED. AID NO. N O N E ROADWAY WIDENING (SEG 4) ------------------------------------------------------------------------------------------------------------------------------------ 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 9,500.0000 9,500.00 0.250 2,375 002 TEMPORARY FENCE (TYPE CL-6) LF 13.2500 214,650.00 14,680.000 194,510 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,300.00 119.000 595 004 CONSTRUCTION SITE MANAGEMENT LS 160,000.0000 160,000.00 0.020 3,200.00 0.400 64,000 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 27,800.00 0.000 0 007 TEMPORARY FIBER ROLL LF 2.7500 33,825.00 17,625.000 48,468 008 TEMPORARY SILT FENCE LF 3.0000 19,650.00 500.000 1,500.00 6,173.000 18,519 009 TEMPORARY GRAVEL BAG BERM LF 2.5000 17,000.00 484.000 1,210 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,000.0000 91,000.00 12.000 84,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 98,000.00 2.000 5,600.00 33.000 92,400 012 TEMPORARY COVER SQYD 2.5000 48,750.00 2,300.000 5,750.00 5,100.000 12,750 013 MOVE-IN/MOVE-OUT EA 525.0000 5,250.00 1.000 525.00 1.000 525 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 24,050.00 7.000 1,295.00 67.000 12,395 015 STREET SWEEPING LS 122,000.0000 122,000.00 0.020 2,440.00 0.401 48,922 016 TEMPORARY SOIL BINDER SQYD 0.2100 38,850.00 3,190.000 669 017 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 11.000 5,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 310.0000 18,910.00 0.000 0 020 TIME-RELATED OVERHEAD (WDAY) WDAY 3,460.0000 3,598,400.00 21.000 72,660.00 382.000 1,321,720 021 CONSTRUCTION AREA SIGNS LS 104,400.0000 104,400.00 0.600 62,640 022 TRAFFIC CONTROL SYSTEM LS 294,000.0000 294,000.00 0.020 5,880.00 0.400 117,600 PROGRAM CAS145 PAGE 2 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE II BARRICADE EA 40.0000 21,600.00 78.000 3,120 024 TYPE III BARRICADE EA 80.0000 16,000.00 143.000 11,440 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 64,800.00 57.000 1,710.00 790.000 23,700 026 PORTABLE DELINEATOR EA 18.0000 3,600.00 193.000 3,474.00 193.000 3,474 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,000.0000 4,000.00 0.000 0 028 TEMPORARY RAILING (TYPE K) LF 13.0500 1,357,200.00 3,380.000 44,109.00 44,370.000 579,028 029 TEMPORARY CRASH CUSHION MODULE EA 185.0000 125,800.00 265.000 49,025 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5300 14,151.00 6,436.000 3,411 STRIPE (HAZARDOUS WASTE) 031 NOISE MONITORING LS 3,000.0000 3,000.00 0.000 0 032 ABANDON CULVERT (LF) LF 10.0000 33,800.00 400.000 4,000.00 642.000 6,420 033 ABANDON INLET EA 945.0000 945.00 1.000 945 034 ABANDON SEWER MANHOLE EA 1,680.0000 1,680.00 0.000 0 035 ABANDON MANHOLE EA 1,260.0000 1,260.00 1.000 1,260 036 ABANDON SEWER LF 12.6000 31,500.00 1,885.000 23,751 037 REMOVE CHAIN LINK FENCE LF 7.3500 49,759.50 8,212.000 60,358 038 REMOVE METAL BEAM GUARD RAILING LF 14.2000 108,914.00 100.000 1,420.00 5,961.500 84,653 039 REMOVE DOUBLE METAL BEAM BARRIER LF 12.9000 131,580.00 2,818.000 36,352 040 REMOVE FLARED END SECTION EA 250.0000 750.00 3.000 750 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.4200 54,180.00 22,391.000 9,404 042 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 1,008.00 126.000 264 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 13,160.00 15,805.000 7,428 044 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,869.00 206.000 432 045 REMOVE PAVEMENT MARKER EA 1.0500 21,735.00 5,331.000 5,597 046 REMOVE ROADSIDE SIGN EA 131.0000 28,820.00 153.000 20,043 047 REMOVE SIGN STRUCTURE (EA) EA 3,200.0000 28,800.00 6.000 19,200 048 REMOVE CROSS GUTTER SQYD 5.9000 7,375.00 469.000 2,767 049 REMOVE PIPE (LF) LF 15.7500 122,850.00 4,664.500 73,465 PROGRAM CAS145 PAGE 3 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,470.0000 88,200.00 22.000 32,340 051 REMOVE SEWER MANHOLE EA 1,680.0000 25,200.00 14.000 23,520 052 REMOVE MANHOLE EA 1,680.0000 13,440.00 5.000 8,400 053 REMOVE RETAINING WALL (LF) LF 14.0000 18,200.00 63.000 882.00 533.000 7,462 054 REMOVE SEWER PIPE LF 12.6000 3,528.00 0.000 0 055 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 2.8000 35,560.00 1,160.000 3,248 056 RELOCATE ROADSIDE SIGN EA 290.0000 5,220.00 0.000 0 057 ADJUST INLET EA 1,470.0000 10,290.00 0.000 0 058 ADJUST MANHOLE TO GRADE EA 1,050.0000 12,600.00 3.000 3,150 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 7,200.00 29.000 232 060 REMOVE CONCRETE (CY) CY 65.0000 109,200.00 351.320 22,835 061 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQYD 3.6500 54,750.00 358.000 1,306.70 7,340.000 26,791 062 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 106,560.00 519.000 934.20 25,939.000 46,690 063 REMOVE CONCRETE (CHANNEL) SQYD 7.5000 20,700.00 2,560.000 19,200 064 REMOVE CONCRETE BARRIER LF 5.0000 5,550.00 1,710.000 8,550 065 REMOVE SOUND WALL (LF) LF 8.9000 87,309.00 366.000 3,257.40 7,334.000 65,272 066 CAP INLET EA 1,260.0000 21,420.00 1.000 1,260 067 BRIDGE REMOVAL, LOCATION A LS 147,200.0000 147,200.00 0.000 0 068 BRIDGE REMOVAL, LOCATION B LS 149,300.0000 149,300.00 0.000 0 069 BRIDGE REMOVAL, LOCATION C LS 175,600.0000 175,600.00 0.000 0 070 CLEARING AND GRUBBING (LS) LS 396,000.0000 396,000.00 0.800 316,800 071 ROADWAY EXCAVATION CY 11.4500 1,060,270.00 4,000.000 45,800.00 42,484.000 486,441 072 ROADWAY EXCAVATION (TYPE Y-1) CY 12.5000 15,625.00 1,250.000 15,625 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 12.5000 10,750.00 0.000 0 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 7,875.0000 7,875.00 1.000 7,875 075 ADL BURIAL LOCATION REPORT LS 12,500.0000 12,500.00 0.000 0 076 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 317,680.00 4,928.000 108,416 (F) PROGRAM CAS145 PAGE 4 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BOX CULVERT) CY 11.7000 69,790.50 2,521.000 29,495 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.5500 271,544.70 3,350.000 31,992.50 23,925.000 228,483 (F) 079 STRUCTURE EXCAVATION (TYPE Y-1) CY 18.4000 285,181.60 2,426.000 44,638.40 12,625.000 232,300 (F) (AERIALLY DEPOSITED LEAD) 080 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.4000 358,764.20 1,830.000 35,502.00 5,530.000 107,282 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 871,500.00 9,675.000 338,625 (F) 082 STRUCTURE BACKFILL (BOX CULVERT) CY 53.6000 128,532.80 875.600 46,932 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 19.4000 2,171,733.00 700.000 13,580.00 38,899.000 754,640 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING CY 71.0000 591,714.00 80.000 5,680.00 2,697.000 191,487 (F) WALL) 085 SLURRY CEMENT BACKFILL CY 95.0000 136,895.00 275.000 26,125.00 297.800 28,291 (F) 086 IMPORTED BORROW (CY) CY 5.0500 2,338,150.00 13,077.000 66,038.85 250,501.000 1,265,030 087 HIGHWAY PLANTING LS 185,500.0000 185,500.00 0.000 0 088 IMPORTED TOPSOIL (CY) CY 40.0000 31,600.00 0.000 0 089 ROCK BLANKET SQYD 71.4000 365,568.00 0.000 0 090 COMPOST (INCORPORATE) SQYD 5.2500 6,510.00 0.000 0 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0900 7,020.00 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 31,500.0000 31,500.00 0.700 22,050 093 PLANT ESTABLISHMENT WORK LS 78,750.0000 78,750.00 0.000 0 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 31,500.0000 31,500.00 0.700 22,050 095 IRRIGATION SYSTEM LS 432,400.0000 432,400.00 0.182 78,696 096 3" SUPPLY LINE (BRIDGE) LF 76.5000 61,200.00 310.000 23,715 097 IRRIGATION SLEEVE LF 26.2500 39,637.50 377.500 9,909 098 4" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 3,300.00 0.000 0 (SUPPLY LINE) 099 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 78.7500 37,800.00 0.000 0 PIPE 100 8" CORRUGATED HIGH DENSITY LF 105.0000 7,350.00 0.000 0 POLYETHYLENE PIPE CONDUIT 101 CLASS 3 AGGREGATE BASE (CY) CY 22.3000 2,033,760.00 300.000 6,690.00 19,245.000 429,163 102 LEAN CONCRETE BASE CY 98.7500 6,675,500.00 62.000 6,122.50 15,854.410 1,565,622 103 LEAN CONCRETE BASE CY 315.0000 44,100.00 0.000 0 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 5 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 72.2000 3,739,960.00 18,839.540 1,360,214 105 DATA CORE LS 5,000.0000 5,000.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 2,160.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 4,680.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 8,220.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 2,820.00 0.000 0 110 PLACE HOT MIX ASPHALT SQYD 14.1500 19,102.50 88.000 1,245 (MISCELLANEOUS AREA) 111 JOINTED PLAIN CONCRETE PAVEMENT CY 134.9000 11,223,680.00 5,958.000 803,734.20 11,899.470 1,605,238 112 JOINTED PLAIN CONCRETE PAVEMENT CY 336.0000 87,360.00 0.000 0 (RAPID STRENGTH CONCRETE) 113 SEAL PAVEMENT JOINT LF 2.5700 465,170.00 0.000 0 114 SEAL ISOLATION JOINT LF 9.1000 254,800.00 0.000 0 115 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.0500 72,660.00 14,335.000 15,051 116 FURNISH STEEL PILING (HP 14 X 89) LF 45.1500 3,191,608.35 26,099.000 1,178,369 117 DRIVE STEEL PILE (HP 14 X 89) EA 735.0000 816,585.00 440.000 323,400 118 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 39.0500 3,612,203.10 39,390.000 1,538,179 119 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 324.4500 588,876.75 765.000 248,204 120 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 769.6500 755,026.65 327.000 251,675 121 FURNISH PILING (CLASS 90) LF 26.2500 6,530,632.50 9,858.000 258,772.50 144,070.000 3,781,837 (ALTERNATIVE X) 122 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 758.0000 5,501,564.00 575.000 435,850.00 5,178.000 3,924,924 123 FURNISH PILING (CLASS 140) LF 26.2500 230,422.50 640.000 16,800.00 3,848.000 101,010 (ALTERNATIVE X) 124 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 758.0000 169,034.00 21.000 15,918.00 126.000 95,508 125 16" CAST-IN-DRILLED-HOLE CONCRETE LF 47.4500 247,689.00 3,975.000 188,613 PILING (SOUND WALL) 126 24" CAST-IN-DRILLED-HOLE CONCRETE LF 43.0500 1,851.15 0.000 0 PILING (SOUND WALL) 127 PRESTRESSING CAST-IN-PLACE CONCRETE LS 293,000.0000 293,000.00 0.300 87,900 128 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 788,000.00 1,413.000 282,600 (F) 129 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 6,300,000.00 320.000 144,000.00 4,732.700 2,129,715 (F) 130 STRUCTURAL CONCRETE, RETAINING WALL CY 248.0000 10,074,256.00 780.000 193,440.00 16,581.000 4,112,088 (F) PROGRAM CAS145 PAGE 6 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB CY 545.0000 992,990.00 90.000 49,050.00 172.000 93,740 (F) (TYPE N) 132 STRUCTURAL CONCRETE, BOX CULVERT CY 532.0000 712,880.00 831.500 442,358 133 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 1,023,120.00 4.800 6,048.00 254.200 320,292 (F) 134 MINOR CONCRETE (BACKFILL) CY 137.0000 84,940.00 7.000 959.00 458.500 62,814 135 MINOR CONCRETE (SOUND WALL) CY 1,250.0000 3,750.00 0.000 0 136 PILASTER SOUND WALL CY 1,102.0000 325,090.00 10.750 11,846.50 115.250 127,005 (F) 137 ARCHITECTURAL TEXTURE SQFT 2.9600 871,039.20 91,410.000 270,573 (F) (SPLIT SLATE - FRACTURED RIB) 138 ARCHITECTURAL TREATMENT SQFT 80.5500 1,698,799.50 7,794.000 627,806 (F) (SUNRAY - SPLIT SLATE) 139 ARCHITECTURAL TEXTURE (SPLIT SLATE) SQFT 10.3000 168,765.50 6,200.000 63,860 (F) 140 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,955.0000 143,730.00 6.000 143,730 BULB-TEE GIRDER (80'-90') 141 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,925.0000 1,561,650.00 14.000 376,950 BULB-TEE GIRDER (90'-100') 142 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,750.0000 139,000.00 4.000 139,000 BULB-TEE GIRDER (110'-120') 143 FURNISH PRECAST PRESTRESSED CONCRETE EA 63,500.0000 1,270,000.00 7.000 444,500 WIDE-FLANGE GIRDER (L=158') 144 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 176,000.00 31.000 62,000 GIRDER 145 SOUND WALL (MASONRY BLOCK) SQFT 11.1500 2,862,082.35 25,805.000 287,725.75 88,615.000 988,057 (F) 146 JOINT SEAL (MR 1") LF 68.2500 96,915.00 0.000 0 147 JOINT SEAL (MR 2") LF 89.2500 43,911.00 0.000 0 148 BAR REINFORCING STEEL (BRIDGE) LB 0.8800 3,569,720.00 91,000.000 80,080.00 1,819,485.000 1,601,146 (F) 149 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8600 6,023,179.42 780.000 670.80 3,127,313.000 2,689,489 (F) 150 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8800 182,522.56 124,348.000 109,426 (F) 151 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.7000 55,460.00 0.000 0 WITH WALKWAY) 152 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.8500 21,830.00 0.000 0 WITH WALKWAY) 153 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.4000 77,830.20 7,432.000 40,132.80 7,432.000 40,132 (F) 154 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.3800 19,889.94 7,432.000 10,256.16 7,432.000 10,256 (F) 155 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0800 893,254.80 18,153.000 74,064.24 54,949.000 224,191 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 56,923.10 18,153.000 4,719.78 53,949.000 14,026 (F) 157 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.4500 23,409.00 200.000 2,890.00 546.700 7,899 PROGRAM CAS145 PAGE 7 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0500 20,284.00 83.100 1,915.46 83.100 1,915 159 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 21.6500 4,113.50 0.000 0 160 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2000 9,486.00 0.000 0 (0.063"-UNFRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1000 2,886.00 0.000 0 (0.080"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 2,475.00 0.000 0 (0.063"-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,360.00 0.000 0 (0.080"-FRAMED) 164 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 440.0000 22,880.00 26.000 11,440 (SIGN FOUNDATION) 165 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 505.0000 70,700.00 23.000 11,615 (SIGN FOUNDATION) 166 METAL (BARRIER/WALL MOUNTED SIGN) LB 16.0000 29,120.00 0.000 0 167 ROADSIDE SIGN - ONE POST (METAL) EA 465.0000 60,450.00 0.000 0 168 ROADSIDE SIGN - ONE POST EA 425.0000 14,875.00 0.000 0 169 ROADSIDE SIGN - TWO POST EA 950.0000 10,450.00 0.000 0 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 1,350.00 0.000 0 METHOD) 171 INSTALL SIGN PANEL ON SOUND WALL EA 150.0000 600.00 0.000 0 172 INSTALL BRIDGE MOUNTED VERTICAL EA 750.0000 4,500.00 0.000 0 CLEARANCE SIGN 173 PAINT CURB (2-COAT) SQFT 8.0000 880.00 0.000 0 174 10" PLASTIC PIPE LF 26.2500 4,200.00 158.000 4,147 175 12" REINFORCED CONCRETE PIPE LF 58.0000 129,340.00 1,258.800 73,010 176 15" REINFORCED CONCRETE PIPE LF 67.0000 69,010.00 445.000 29,815 177 18" REINFORCED CONCRETE PIPE LF 48.5000 297,790.00 2,783.800 135,014 178 24" REINFORCED CONCRETE PIPE LF 56.5000 444,090.00 74.000 4,181.00 1,725.400 97,485 179 30" REINFORCED CONCRETE PIPE LF 79.0000 285,190.00 1,798.000 142,042 180 78" REINFORCED CONCRETE PIPE LF 361.0000 480,130.00 1,242.000 448,362 181 JACKED 24" REINFORCED CONCRETE PIPE LF 520.0000 910,000.00 582.000 302,640 (CLASS II) 182 18" CORRUGATED STEEL PIPE (.109" THICK) LF 45.0000 38,250.00 481.000 21,645 183 18" SLOTTED CORRUGATED STEEL PIPE LF 62.0000 66,960.00 261.500 16,213 (.168" THICK) 184 24" SLOTTED CORRUGATED STEEL PIPE LF 74.5000 31,290.00 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 8 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 18" CORRUGATED STEEL PIPE RISER LF 116.0000 6,380.00 20.000 2,320 (.168" THICK) 186 30" CORRUGATED STEEL PIPE RISER LF 330.0000 6,270.00 0.000 0 (.079" THICK) 187 12" WELDED STEEL PIPE (.250" THICK) LF 87.0000 13,050.00 144.000 12,528 188 18" STEEL FLARED END SECTION EA 210.0000 1,890.00 0.000 0 189 12" AUTOMATIC DRAINAGE GATE EA 1,575.0000 1,575.00 1.000 1,575 190 36" PRECAST CONCRETE PIPE MANHOLE LF 1,260.0000 122,220.00 67.420 84,949 191 8" CLAY SEWER PIPE LF 75.5000 207,625.00 1,381.450 104,299 192 6" SEWER PIPE (LATERAL) LF 195.5000 76,245.00 0.000 0 193 SEWER MANHOLE FRAME AND COVER EA 840.0000 15,960.00 13.000 10,920 194 CONCRETE SEWER MANHOLE EA 5,040.0000 95,760.00 17.000 85,680 195 ROCK SLOPE PROTECTION CY 150.0000 3,000.00 0.000 0 (FACING, METHOD B) (CY) 196 SLOPE PAVING (SUNRAY - SPLIT SLATE) SQFT 29.1000 360,840.00 0.000 0 (F) 197 GABION CY 200.0000 5,000.00 0.000 0 198 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 840.00 0.000 0 199 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 370.0000 1,376,400.00 66.370 24,556.90 1,272.360 470,773 AND DRIVEWAY) 200 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0500 181,185.00 0.000 0 201 MINOR CONCRETE (CURB RAMP) CY 532.0000 106,400.00 7.000 3,724.00 57.260 30,462 202 MISCELLANEOUS IRON AND STEEL LB 1.4500 173,799.90 345.000 500.25 22,937.000 33,258 (F) 203 MISCELLANEOUS METAL (BRIDGE) LB 5.5000 102,080.00 0.000 0 (F) 204 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 133,020.00 4,770.000 28,620 (F) 205 CHAIN LINK FENCE (TYPE CL-6) LF 37.8000 38,178.00 0.000 0 206 INSTALL MEDIAN MILEAGE PANEL EA 150.0000 3,000.00 0.000 0 207 METAL BEAM GUARD RAILING LF 25.2000 10,584.00 0.000 0 208 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.0000 5,610.00 0.000 0 209 CABLE RAILING LF 26.7000 1,254.90 0.000 0 (F) 210 TRANSITION RAILING (TYPE WB) EA 3,875.0000 7,750.00 0.000 0 211 RAIL TENSIONING ASSEMBLY EA 331.0000 331.00 2.000 662 PROGRAM CAS145 PAGE 9 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 150.0000 300.00 0.000 0 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 447.0000 894.00 0.000 0 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,705.0000 3,705.00 0.000 0 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,015.0000 3,015.00 0.000 0 216 CRASH CUSHION (REACT 9CBB) EA 56,980.0000 56,980.00 0.000 0 217 CONCRETE BARRIER (TYPE 60C) LF 144.0000 46,080.00 175.000 25,200.00 175.000 25,200 218 CONCRETE BARRIER (TYPE 60D) LF 55.0000 33,550.00 603.000 33,165.00 603.000 33,165 219 CONCRETE BARRIER (TYPE 60G) LF 52.0000 239,200.00 0.000 0 220 CONCRETE BARRIER (TYPE 60GE) LF 275.0000 74,250.00 0.000 0 221 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 103.0000 87,550.00 0.000 0 (F) 222 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 108.0000 475,200.00 0.000 0 223 CONCRETE BARRIER (TYPE 736A) LF 70.7000 20,432.30 289.000 20,432.30 289.000 20,432 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 70.6500 41,683.50 482.000 34,053.30 482.000 34,053 225 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 102.9500 172,956.00 0.000 0 226 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 101.3000 17,221.00 48.000 4,862 227 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 96.2500 141,487.50 1,196.000 115,115 228 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 96.1000 59,870.30 459.000 44,109.90 459.000 44,109 (F) 229 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 78.1000 80,443.00 606.000 47,328.60 606.000 47,328 (F) 230 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 115.7000 31,239.00 216.000 24,991 (F) 231 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 68.5000 1,168,473.00 778.000 53,293.00 5,598.000 383,463 (F) 232 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 33,496.00 0.000 0 233 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 11,455.00 0.000 0 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 157.50 0.000 0 (BROKEN 12-3) 235 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 56,304.00 0.000 0 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 233.60 0.000 0 (BROKEN 6-1) 237 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 22,496.00 0.000 0 (BROKEN 36-12) 238 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 5,587.00 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 102,120.00 79,379.000 29,370 240 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 4,945.50 767.000 2,416 241 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 23,542.00 2,940.000 4,645 242 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 29,660.80 1,338.000 4,923 243 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.650 3,412 SYSTEM ELEMENTS DURING CONSTRUCTION 244 SIGNAL AND LIGHTING (TEMPORARY) LS 52,500.0000 52,500.00 0.000 0 245 SIGNAL AND LIGHTING (LOCATION 2) LS 257,250.0000 257,250.00 0.520 133,770 246 SIGNAL AND LIGHTING (LOCATION 3) LS 204,750.0000 204,750.00 0.204 41,769.00 0.306 62,653 247 LIGHTING (TEMPORARY) LS 147,000.0000 147,000.00 0.169 24,843 248 LIGHTING (CITY STREET) LS 393,750.0000 393,750.00 0.004 1,575.00 0.101 39,768 249 LIGHTING AND SIGN ILLUMINATION LS 433,650.0000 433,650.00 0.043 18,646.95 0.406 176,061 250 INTERCONNECTION CONDUIT AND CABLE (LS) LS 21,000.0000 21,000.00 0.040 840.00 0.256 5,376 251 TEMPORARY COMMUNICATION SYSTEM LS 12,600.0000 12,600.00 0.000 0 252 MODIFY COMMUNICATION SYSTEM LS 630,000.0000 630,000.00 0.009 5,670.00 0.435 274,050 253 WORK AT NORWALK HUB BUILDING AND LS 10,500.0000 10,500.00 0.000 0 LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER 254 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 47.2500 76,545.00 140.000 6,615.00 1,040.000 49,140 (F) 255 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 15,750.0000 15,750.00 0.183 2,882.25 0.333 5,244 256 ELECTRIC SERVICE (IRRIGATION) LS 39,375.0000 39,375.00 0.656 25,830 257 TRAFFIC MONITORING STATION LS 239,400.0000 239,400.00 0.606 145,076 258 RAMP METERING SYSTEM LS 152,250.0000 152,250.00 0.010 1,522.50 0.238 36,235 259 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 198,975.0000 198,975.00 0.478 95,110 260 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 241,500.0000 241,500.00 0.050 12,075.00 0.143 34,534 261 MODIFY SIGNAL LS 15,855.0000 15,855.00 0.138 2,187 262 MODIFY LIGHTING AND SIGN ILLUMINATION LS 21,000.0000 21,000.00 0.099 2,079 263 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 33,600.0000 33,600.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 09/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 07:21 AM ESTIMATE NO. 19 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/14 R.E. NAME: SAKER, GEORGE DATE OF THIS ESTIMATE 09/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,263,125.69 43,837,850.88 ADJUSTMENT OF COMPENSATION 139,162.10 1,013,243.71 EXTRA WORK 98,583.77 1,259,386.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,500,871.56 46,110,481.37 264 MOBILIZATION LS 2,910,000.0000 2,910,000.00 0.950 2,764,500 ORIGINAL CONTRACT AMOUNT 120,778,977.17 TOTAL WORK COMPLETED 3,500,871.56 48,874,981.37 MATERIALS ON HAND ON SITE 2,340,990.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,500,871.56 51,215,971.98 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 09/18/12 1290 02/19/13 00/00/00 05/16/17 382 0 0 0 39% 30% PROGRESS IS SATISFACTORY SAKER, GEORGE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/24/14