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 10/22/14 EST. NO.55 TIME 12:32 PM R.E. NAME: EID, EMILE 07-1218V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0357 2,868.25 E.W. @ F.A.(+) 081314 N 2314.0 013 0029 933.29 E.W. @ F.A.(+) 080614 N 2291.0 0030 326.15 081114 N 2292.0 091 0001 5,796.01 E.W. @ F.A.(+) 073014 N 2282.0 119 0001 11,378.38 E.W. @ F.A.(+) 072814 N 2297.0 123 0009-1 -2,914.23 E.W. @ F.A.(+) 062414 N 2218.0 DAO CORRECTING ENTRY 0011-1 -4,469.92 062514 N 2219.0 DAO CORRECTING ENTRY 0012-1 -5,499.90 062614 N 2220.0 DAO CORRECTING ENTRY 0013 4,371.98 062714 N 2221.0 0014 5,538.81 063014 N 2222.0 18,328.82 TOTAL THIS ESTIMATE 8,765,760.27 TOTAL PREVIOUS ESTIMATE 8,784,089.09 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 10/22/14 EST. NO.55 TIME 12:32 PM R.E. NAME: EID, EMILE 07-1218V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 9-1.053 SCHEDULE WIT -10,000.00 09 9-1.053 SCHEDULE WIT 10,000.00 11 SCHEDULE WITHHOLD -10,000.00 14 9-1.053 SCHEDULE WIT -25,000.00 15 SOLID WASTE FRM 2011 -10,000.00 17 9-1-053 SCHED WITHHD -25,000.00 18 SCHEDULE WITHHOLD 10,000.00 19 9-1.053 SCHEDULE WIT 25,000.00 19 9-1-053 SCHED WITHHE 25,000.00 19 SCHEDULE NON-COMPLIA -10,000.00 20 SCHEDULE NON-COMPLIA -10,000.00 22 SCHEDULE NON-COMPLIA -10,000.00 23 SCHEDULE NON-COMPLIA -10,000.00 24 SCHEDULE NON-COMPLIA -10,000.00 25 SCHEDULE NON-COMPLIA -10,000.00 26 SCHEDULE NON-COMPLIA -10,000.00 28 SCHEDULE NON-COMPLIA -10,000.00 29 SCHEDULE NON-COMPLIA -10,000.00 30 ANNUAL SOLID WASTE -10,000.00 31 SCHEDULE NON-COMPLIA -10,000.00 31 SCHEDULE NON-COMPLIA -170,000.00 32 ANNUAL SOLID WASTE 10,000.00 34 LATE OPENING 4-19-13 -7,600.00 34 SCHEDULE NON-COMPLIA -230,000.00 35 SCHEDULE NON-COMPLIA 112,500.00 36 SCHEDULE NON-COMPLIA -70,000.00 36 SCHEDULE NON-COMPLIA -200,000.00 37 SCHEDULE NON-COMPLIA -325,000.00 38 SCHEDULE NON-COMPLIA -375,000.00 39 SCHEDULE RELEASE 1,000,000.00 40 SCHEDULE RELEASE 357,500.00 44 SOLID WASTE FRM 2011 10,000.00 45 0.00 -7,600.00 TOTAL DEDUCTIONS 0.00 -7,600.00 PROGRAM CAS145 PAGE 1 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 LOCATION PROGRESS ESTIMATE 07-LA-5-31.6/36.0 ----------------- SECURITY PAVING COMPANY, INC. IN LOS ANGELES COUNTY IN BURBANK 13170 TELFAIR AVENUE 0.3 KM SOUTH OF COHASSET STREET SYLMAR, CA 91342 UNDERCROSSING TO 0.1 KM NORTH OF SHELDON STREET OVERCROSSING FED. AID NO. SARR-005 -3(29)N ,AL-005 -3(29)N ,CMLN-6207(56) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 1,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,500,000.00 600.000 1,500,000 004 TEMPORARY FENCE (TYPE CL-2.4, SLATTED) M 48.7500 160,875.00 2,666.980 130,015 005 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 0.750 63,750 006 PREPARE STORM WATER POLLUTION LS 1,750.0000 1,750.00 1.000 1,750 PREVENTION PLAN 007 TEMPORARY MULCH M3 35.5000 85,200.00 788.500 27,991 008 TEMPORARY FIBER ROLL M 7.0000 28,000.00 13,113.120 91,791 009 TEMPORARY SILT FENCE M 6.5000 13,000.00 6,269.320 40,750 010 TEMPORARY GRAVEL BAG BERM M 9.0000 9,000.00 1,090.100 9,810 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 48,000.00 4.000 16,000 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 29,900.00 12.000 27,600 013 TEMPORARY COVER M2 2.0000 20,000.00 2,251.300 4,502 014 MOVE-IN/MOVE-OUT EA 875.0000 5,250.00 2.000 1,750 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 260.000 32,500 016 STREET SWEEPING LS 115,000.0000 115,000.00 0.920 105,800 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.070 1,750.00 0.990 24,750 018 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.050 1,750.00 0.950 33,250 019 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.025 13,750.00 0.950 522,500 020 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 373.000 13,055 021 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 12,000.00 5.000 10,000 022 TEMPORARY RAILING (TYPE K) M 33.9000 833,940.00 24,684.310 836,798 PROGRAM CAS145 PAGE 2 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 190.0000 66,500.00 563.000 106,970 024 ABANDON PIPELINE EA 2,045.0000 4,090.00 2.000 4,090 025 REMOVE CHAIN LINK FENCE M 10.0000 13,300.00 1,152.230 11,522 026 REMOVE GATE EA 300.0000 300.00 1.000 300 027 REMOVE METAL BEAM GUARD RAILING M 22.0000 32,120.00 1,883.640 41,440 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.7200 19,872.00 3,542.000 2,550 STRIPE 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 20,376.00 19,092.000 13,746 030 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.2500 845.50 67.550 1,502 031 REMOVE PAVEMENT MARKER EA 0.8000 25,680.00 25,459.000 20,367 032 REMOVE ROADSIDE SIGN EA 75.0000 2,700.00 34.000 2,550 033 REMOVE SIGN STRUCTURE EA 2,200.0000 37,400.00 17.000 37,400 034 REMOVE ASPHALT CONCRETE M2 50.0000 1,300.00 9.400 470 035 REMOVE ASPHALT CONCRETE DIKE M 8.0000 2,000.00 174.210 1,393 036 REMOVE PIPE M 39.0000 19,890.00 547.800 21,364 037 REMOVE INLET EA 750.0000 30,750.00 41.000 30,750 038 REMOVE RETAINING WALL M 125.0000 4,250.00 34.000 4,250 039 REMOVE RETAINING WALL (PORTION) LS 2,500.0000 2,500.00 1.000 2,500 040 REMOVE CONCRETE DECK SURFACE M2 25.0000 4,125.00 165.000 4,125 041 RECONSTRUCT CHAIN LINK FENCE M 60.4000 7,912.40 129.540 7,824 042 ADJUST INLET EA 1,550.0000 35,650.00 46.000 71,300 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6500 150,315.00 49,313.520 81,367 044 REMOVE CONCRETE M3 80.0000 12,000.00 17.315 1,385 045 REMOVE CONCRETE CURB M 3.5000 11,760.00 3,378.000 11,823 046 REMOVE CONCRETE (CURB AND GUTTER) M 6.0000 6,000.00 1,000.000 6,000 047 REMOVE CONCRETE BARRIER M 15.6000 111,384.00 7,073.000 110,338 048 PREPARE CONCRETE BRIDGE DECK SURFACE M2 25.4500 4,199.25 252.400 6,423 049 REMOVE CONCRETE (STAMPED CONCRETE) M3 75.0000 975.00 13.000 975 PROGRAM CAS145 PAGE 3 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) M3 300.0000 1,500.00 11.320 3,396 051 REMOVE SOUND WALL M2 28.0000 313,600.00 11,400.300 319,208 052 CAP INLET EA 1,165.0000 16,310.00 17.000 19,805 053 REMOVE CRASH CUSHION EA 500.0000 1,000.00 2.000 1,000 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,150.0000 22,150.00 1.000 22,150 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,650.0000 25,650.00 1.000 25,650 056 BRIDGE REMOVAL (PORTION), LOCATION C LS 95,400.0000 95,400.00 1.000 95,400 057 BRIDGE REMOVAL (PORTION), LOCATION D LS 2,500.0000 2,500.00 1.000 2,500 058 BRIDGE REMOVAL (PORTION), LOCATION E LS 19,800.0000 19,800.00 1.000 19,800 059 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,400.0000 19,400.00 1.000 19,400 060 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 1.000 350,000 061 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000 062 ROADWAY EXCAVATION M3 19.0000 972,800.00 51,221.050 973,199 063 ROADWAY EXCAVATION (TYPE Z-3) M3 165.0000 56,100.00 340.000 56,100 (AERIALLY DEPOSITED LEAD) 064 ROADWAY EXCAVATION (TYPE Y-1) M3 28.9000 141,610.00 4,891.800 141,373 (AERIALLY DEPOSITED LEAD) 065 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 066 STRUCTURE EXCAVATION M3 25.0000 19,050.00 762.000 19,050 (F) 067 STRUCTURE EXCAVATION (BRIDGE) M3 83.0000 82,502.00 1,000.000 83,000 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.9000 249,507.57 15,717.300 249,905 (F) 069 STRUCTURE EXCAVATION (TYPE Z-3) M3 190.0000 21,318.00 112.200 21,318 (F) (AERIALLY DEPOSITED LEAD) 070 STRUCTURE EXCAVATION (TYPE Y-1) M3 21.5500 128,858.23 5,979.500 128,858 (F) (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (TYPE Y-2) M3 23.4000 36,691.20 1,529.810 35,797 (F) (AERIALLY DEPOSITED LEAD) 072 STRUCTURE BACKFILL M3 30.0000 10,350.00 346.500 10,395 (F) 073 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 99,600.00 1,660.000 99,600 (F) 074 STRUCTURE BACKFILL (RETAINING WALL) M3 26.0000 657,038.20 25,290.700 657,558 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 109,106.00 1,285.800 109,293 (F) WALL) 076 SAND BACKFILL M3 252.0000 3,024.00 11.900 2,998 PROGRAM CAS145 PAGE 4 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DITCH EXCAVATION M3 31.0000 15,500.00 561.000 17,391 078 IMPORTED BORROW M3 0.5000 7,950.00 0.000 0 079 HIGHWAY PLANTING LS 218,530.0000 218,530.00 0.100 21,853.00 0.700 152,971 080 PRUNE EXISTING PLANTS LS 7,210.0000 7,210.00 0.000 0 081 EROSION CONTROL (TYPE D) M2 3.7000 2,849.00 0.000 0 082 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 424.0000 2,544.00 0.000 0 083 MAINTAIN EXISTING PLANTED AREAS LS 3,180.0000 3,180.00 0.500 1,590 084 PLANT ESTABLISHMENT WORK LS 45,160.0000 45,160.00 0.000 0 085 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,815.0000 3,815.00 0.500 1,907 086 IRRIGATION SYSTEM LS 358,785.0000 358,785.00 0.020 7,175.70 0.940 337,257 087 NPS 2.5 SUPPLY LINE (BRIDGE) M 245.0000 22,050.00 117.130 28,696 088 NPS 3 SUPPLY LINE (BRIDGE) M 260.0000 26,780.00 155.270 40,370 089 IRRIGATION SLEEVE M 21.2000 6,360.00 354.500 7,515 090 200 MM WELDED STEEL PIPE CONDUIT M 440.0000 27,720.00 51.000 22,440 (6.35 MM THICK) 091 AGGREGATE BASE (APPROACH SLAB) M3 350.0000 17,850.00 51.000 17,850 (F) 092 CLASS 3 AGGREGATE BASE M3 23.0000 506,000.00 21,539.100 495,399 093 LEAN CONCRETE BASE M3 90.7000 1,206,310.00 13,111.058 1,189,172 094 LEAN CONCRETE BASE (RAPID SETTING) M3 313.0000 669,820.00 636.820 199,324 095 CRACK TREATMENT LNKM 3,450.0000 69,000.00 10.925 37,691 096 HOT MIX ASPHALT (TYPE B) TONN 77.3500 269,178.00 4,773.240 369,210 097 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 94.9500 1,281,825.00 9,374.070 890,067 098 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.8000 13,608.00 4,509.000 8,116 099 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.3000 288.30 30.430 283 101 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 9.3000 6,417.00 686.090 6,380 102 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.3000 1,302.00 139.010 1,292 103 TACK COAT TONN 788.0000 73,284.00 43.100 33,962 PROGRAM CAS145 PAGE 5 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT M3 177.0000 4,672,800.00 26,508.456 4,691,996 105 REPLACE CONCRETE PAVEMENT M3 366.0000 5,416,800.00 15,149.070 5,544,559 (RAPID STRENGTH CONCRETE) 106 CONCRETE PAVEMENT M3 459.0000 73,440.00 0.000 0 (RAPID STRENGTH CONCRETE) 107 SEAL PAVEMENT JOINT M 10.4200 410,548.00 38,365.200 399,765 108 SEAL LONGITUDINAL ISOLATION JOINT M 24.1000 829,040.00 29,019.670 699,374 109 DOWEL BAR (DRILL AND BOND) EA 12.7500 562,275.00 52,736.000 672,384 110 REPAIR SPALLED JOINTS M2 500.0000 630,000.00 122.660 61,330 111 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 6.4900 560,087.00 77,148.000 500,690 112 GRIND EXISTING CONCRETE M2 4.3300 762,080.00 179,152.530 775,730 PAVEMENT 113 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 129.0000 789,480.00 4,355.380 561,844 PILING 114 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 187.0000 7,480.00 39.600 7,405 PILING 115 FURNISH PILING (CLASS 900) M 168.0000 39,144.00 233.000 39,144 (ALTERNATIVE W) 116 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,961.0000 41,181.00 21.000 41,181 117 FURNISH PILING (CLASS 625) M 153.0000 30,600.00 200.000 30,600 (ALTERNATIVE W) 118 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,802.0000 28,832.00 16.000 28,832 119 FURNISH PILING (CLASS 400) M 142.0000 129,220.00 910.000 129,220 (ALTERNATIVE W) 120 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 1,696.0000 117,024.00 69.000 117,024 121 PRESTRESSING LS 43,500.0000 43,500.00 1.000 43,500 122 PRESTRESSING (TRANSVERSE) LS 16,400.0000 16,400.00 1.000 16,400 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 555.0000 144,300.00 266.000 147,630 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 879.0000 1,125,120.00 1,280.000 1,125,120 (F) 125 STRUCTURAL CONCRETE, RETAINING WALL M3 451.0000 3,303,575.00 7,347.900 3,313,902 (F) 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,005.0000 107,535.00 167.000 167,835 (F) (TYPE N) 127 STRUCTURAL CONCRETE, APPROACH SLAB M3 955.0000 479,410.00 502.000 479,410 (F) (TYPE R) 128 GROSS SOLIDS REMOVAL DEVICE (GSRD) EA 66,200.0000 198,600.00 3.000 198,600 129 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 382,880.00 246.160 393,856 (F) 130 MINOR CONCRETE (CONCRETE DRAIN) M3 715.0000 107,250.00 12.790 9,144 PROGRAM CAS145 PAGE 6 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (SOUND WALL) M3 330.0000 693,000.00 81.900 27,027 132 PAVING NOTCH EXTENSION M3 4,800.0000 62,400.00 13.900 66,720 (F) 133 FRACTURED RIB TEXTURE M2 19.5000 326,987.70 16,775.800 327,128 (F) 134 DRILL AND BOND DOWEL M 55.0000 45,100.00 820.000 45,100 135 CLEAN EXPANSION JOINT M 20.0000 10,600.00 530.000 10,600 (F) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,785.0000 78,280.00 8.000 78,280 GIRDER (20 M - 25 M) 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,957.0000 71,742.00 6.000 71,742 GIRDER (25 M - 30 M) 138 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,195.0000 36,390.00 2.000 36,390 BOX GIRDER (20 M - 25 M) 139 ERECT PRECAST PRESTRESSED CONCRETE EA 1,922.0000 26,908.00 14.000 26,908 GIRDER 140 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 774.0000 1,548.00 2.000 1,548 GIRDER 141 REFINISH BRIDGE DECK M2 400.0000 2,800.00 0.000 0 142 FURNISH POLYESTER CONCRETE OVERLAY M3 3,286.0000 19,716.00 10.220 33,582 143 PLACE POLYESTER CONCRETE OVERLAY M2 84.8000 13,992.00 165.000 13,992 (F) 144 CORE CONCRETE (0 - 50 MM) M 100.0000 1,200.00 12.000 1,200 145 CORE CONCRETE (51 MM - 100 MM) M 200.0000 600.00 3.000 600 146 SOUND WALL (MASONRY BLOCK) M2 159.4000 3,348,212.94 21,527.800 3,431,531 (F) 147 JOINT SEAL (TYPE AL) M 104.3000 7,405.30 71.000 7,405 148 JOINT SEAL (MR 13 MM) M 88.2000 32,545.80 369.000 32,545 (F) 149 JOINT SEAL (MR 25 MM) M 130.3000 44,171.70 339.000 44,171 (F) 150 JOINT SEAL (MR 50 MM) M 360.5000 23,432.50 65.000 23,432 151 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 413,490.00 196,900.000 413,490 (F) 152 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7100 735,436.12 432,980.900 740,397 (F) 153 HEADED BAR REINFORCEMENT EA 54.3000 9,991.20 16.000 868 154 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.3100 298,683.00 69,300.000 298,683 (F) 155 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6600 45,738.00 69,300.000 45,738 (F) 156 FURNISH SIGN STRUCTURE (TRUSS) KG 6.8600 1,873,568.90 272,285.000 1,867,875 (F) 157 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 109,246.00 272,285.000 108,914 (F) PROGRAM CAS145 PAGE 7 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 123.0000 72,570.00 590.000 72,570 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 96.0000 13,440.00 140.000 13,440 (1.6 MM-UNFRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 102.0000 6,222.00 61.000 6,222 (2.0 MM-UNFRAMED) 161 1372 MM CAST-IN-DRILLED-HOLE M 1,970.0000 68,950.00 35.000 68,950 CONCRETE PILE (SIGN FOUNDATION) 162 1524 MM CAST-IN-DRILLED-HOLE M 1,679.0000 321,024.80 184.200 309,271 CONCRETE PILE (SIGN FOUNDATION) 163 METAL (BARRIER MOUNTED SIGN) KG 6.3000 29,610.00 4,500.000 28,350 164 METAL (WALL MOUNTED SIGN) KG 10.2500 15,375.00 1,375.000 14,093 165 ROADSIDE SIGN - ONE POST EA 318.0000 25,440.00 78.000 24,804 166 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 2.000 1,700 167 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 159.0000 6,042.00 37.000 5,883 METHOD) 168 CLEAN AND PAINT STRUCTURAL STEEL LS 126,355.0000 126,355.00 1.000 126,355 169 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 7,562.0000 30,248.00 4.000 30,248 170 WORK AREA MONITORING LS 27,150.0000 27,150.00 1.000 27,150 171 300 MM PLASTIC PIPE M 108.0000 3,672.00 33.900 3,661 172 450 MM REINFORCED CONCRETE PIPE M 193.0000 5,211.00 21.200 4,091 173 600 MM REINFORCED CONCRETE PIPE M 194.0000 417,100.00 2,024.900 392,830 174 900 MM REINFORCED CONCRETE PIPE M 331.0000 10,261.00 30.500 10,095 175 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,065.0000 289,100.00 0.000 0 (CLASS V) 176 450 MM CORRUGATED STEEL PIPE M 399.0000 3,990.00 11.400 4,548 (1.63 MM THICK) 177 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 84,600.00 384.500 90,357 (1.63 MM THICK) 178 80 MM PLASTIC PIPE M 125.0000 12,000.00 96.000 12,000 179 900 MM PRECAST CONCRETE PIPE MANHOLE M 550.0000 2,750.00 5.480 3,014 180 ROCK SLOPE PROTECTION M3 349.0000 2,512.80 7.200 2,512 (FACING, METHOD B) 181 SLOPE PAVING (CONCRETE) M3 500.0000 102,500.00 205.000 102,500 (F) 182 ROCK SLOPE PROTECTION FABRIC M2 11.0000 242.00 21.600 237 183 MINOR CONCRETE (CURB AND SIDEWALK) M3 725.0000 7,830.00 49.701 36,033 184 MINOR CONCRETE (STAMPED CONCRETE) M2 68.3500 246,743.50 3,495.580 238,922 PROGRAM CAS145 PAGE 8 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (CURB RAMP) M3 1,410.0000 18,330.00 13.360 18,837 186 CURB RAMP DETECTABLE WARNING SURFACE M2 520.0000 1,248.00 0.000 0 187 MISCELLANEOUS IRON AND STEEL KG 3.4500 99,184.05 30,967.000 106,836 (F) 188 MISCELLANEOUS METAL KG 49.0000 21,560.00 440.000 21,560 (F) (RESTRAINER - CABLE TYPE) 189 MISCELLANEOUS METAL (BRIDGE) KG 65.0000 125,450.00 1,930.000 125,450 (F) 190 BRIDGE DECK DRAINAGE SYSTEM KG 12.4000 23,188.00 1,870.000 23,188 (F) 191 CHAIN LINK GATE EA 1,165.0000 2,330.00 3.000 3,495 192 DELINEATOR (CLASS 1) EA 40.0000 3,520.00 76.000 3,040 193 INSTALL MEDIAN MILEAGE PANEL EA 125.0000 6,000.00 46.000 5,750 194 METAL BEAM GUARD RAILING M 80.5500 139,351.50 1,541.078 124,133 195 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 194.0000 66,930.00 345.000 66,930 (F) 196 TRANSITION RAILING (TYPE WB) EA 3,075.0000 73,800.00 18.000 55,350 197 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 3,125.00 11.000 6,875 198 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,438.0000 43,884.00 17.000 41,446 199 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,141.0000 17,128.00 8.000 17,128 200 CRASH CUSHION, SAND FILLED EA 500.0000 1,500.00 0.000 0 201 CRASH CUSHION (TYPE CAT) EA 5,300.0000 10,600.00 0.000 0 202 CRASH CUSHION (REACT 9SCBS) EA 53,275.0000 106,550.00 2.000 106,550 203 CONCRETE BARRIER (TYPE 60) M 103.0000 158,620.00 1,595.020 164,287 204 CONCRETE BARRIER (TYPE 60C) M 163.5000 179,850.00 1,037.780 169,677 205 CONCRETE BARRIER (TYPE 60D) M 126.4500 10,874.70 86.000 10,874 206 CONCRETE BARRIER (TYPE 60G) M 201.4000 8,056.00 40.000 8,056 207 CONCRETE BARRIER (TYPE 60W) M 292.5000 994,500.00 3,395.340 993,136 208 CONCRETE BARRIER (TYPE 60R) M 430.8000 258,480.00 679.360 292,668 209 CONCRETE BARRIER (TYPE 736A) M 190.4000 222,768.00 1,167.612 222,313 210 CONCRETE BARRIER (TYPE 736 MODIFIED) M 241.2000 213,944.40 887.000 213,944 (F) 211 CONCRETE BARRIER (TYPE 736B) M 265.0000 14,045.00 52.140 13,817 PROGRAM CAS145 PAGE 9 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 736SV) M 344.7000 379,170.00 1,075.760 370,814 213 CONCRETE BARRIER (TYPE 60AR) M 170.6000 39,408.60 231.000 39,408 (F) 214 CONCRETE BARRIER (TYPE 60A.6 MODIFIED) M 482.0000 50,128.00 104.000 50,128 (F) 215 CONCRETE BARRIER (TYPE 736A MODIFIED) M 177.3000 256,021.20 1,444.000 256,021 (F) 216 CONCRETE BARRIER (TYPE 736B MODIFIED) M 652.0000 13,692.00 21.000 13,692 (F) 217 CONCRETE BARRIER (TYPE 60RS) M 299.8000 59,960.00 257.700 77,258 218 CONCRETE BARRIER (TYPE 60VF) M 495.5000 123,875.00 241.650 119,737 219 CONCRETE BARRIER (TYPE 736S) M 210.6000 14,742.00 70.000 14,742 220 THERMOPLASTIC PAVEMENT MARKING M2 47.7000 29,097.00 1,128.470 53,828 221 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4200 34,020.00 40,028.000 16,811 222 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 18,868.00 23,171.000 24,561 223 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0600 2,003.40 1,668.000 1,768 (BROKEN 3.66 M - 0.92 M) 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 969.40 2,883.000 1,066 (BROKEN 11.00 M - 3.50 M) 225 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 29,970.00 44,257.000 16,375 (BROKEN 10.98 M - 3.66 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3700 118.40 2,143.000 792 (BROKEN 5.18 M - 2.14 M) 227 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 42,920.00 119,595.000 44,250 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9600 21,216.00 25,437.000 24,419 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8100 37,092.00 12,956.000 36,406 230 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 21,200.0000 21,200.00 1.000 21,200 SYSTEM ELEMENTS DURING CONSTRUCTION 231 LIGHTING (TEMPORARY) LS 132,500.0000 132,500.00 1.000 132,500 232 LIGHTING CONDUIT (BRIDGE) LS 106,000.0000 106,000.00 1.000 106,000 233 SIZE 53 CONDUIT (TRENCH IN SOIL) M 27.5500 12,948.50 532.100 14,659 234 SIZE 78 CONDUIT (TRENCH IN PAVEMENT) M 27.5500 12,397.50 513.380 14,143 235 SIZE 78, TYPE 1, CONDUIT M 74.2000 21,518.00 345.000 25,599 (JACK BENEATH ROADWAY) 236 TWO SIZE 103 CONDUITS M 42.4000 287,896.00 6,853.730 290,598 (TRENCH IN PAVEMENT) 237 TWO SIZE 103, TYPE 1, CONDUITS M 169.6000 27,136.00 200.000 33,920 (JACK BENEATH ROADWAY) 238 SIZE 25 INNERDUCT M 5.3000 155,820.00 28,564.200 151,390 PROGRAM CAS145 PAGE 10 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 COMMUNICATION CONDUIT (BRIDGE) M 212.0000 156,880.00 731.050 154,982 240 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 31,800.0000 31,800.00 1.000 31,800 241 ELECTRIC SERVICE (IRRIGATION) LS 39,220.0000 39,220.00 0.100 3,922.00 1.000 39,220 242 MODIFY AUTOMATIC VEHICLE CLASSIFIER LS 59,360.0000 59,360.00 1.000 59,360 STATION 243 MODIFY RAMP METERING SYSTEM LS 530,000.0000 530,000.00 1.000 530,000 244 TEMPORARY RAMP METERING SYSTEM LS 159,000.0000 159,000.00 1.000 159,000 245 MODIFY LIGHTING AND SIGN ILLUMINATION LS 636,000.0000 636,000.00 0.980 623,280 246 MODIFY SIGNAL (CITY) LS 7,420.0000 7,420.00 1.000 7,420 247 12 SINGLEMODE FIBER OPTIC CABLE M 10.6000 25,440.00 2,274.440 24,109 248 36 SINGLEMODE FIBER OPTIC CABLE M 7.9500 59,466.00 8,347.000 66,358 249 72 SINGLEMODE FIBER OPTIC CABLE M 9.5500 143,250.00 15,001.870 143,267 250 FIBER OPTIC SPLICE CLOSURE EA 1,696.0000 40,704.00 25.000 42,400 251 FIBER OPTIC TRAFFIC MODEM EA 848.0000 11,024.00 13.000 11,024 252 FIBER DISTRIBUTION UNIT EA 1,060.0000 13,780.00 13.000 13,780 253 MODIFY CLOSED CIRCUIT TELEVISION LS 41,340.0000 41,340.00 1.000 41,340 CAMERA (LOCATION GS 323) 254 MODIFY CLOSED CIRCUIT TELEVISION LS 30,740.0000 30,740.00 1.000 30,740 CAMERA (LOCATION GS 333) 255 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 1.000 36,040 CAMERA (LOCATION GS 339) 256 MODIFY CLOSED CIRCUIT TELEVISION LS 36,040.0000 36,040.00 1.000 36,040 CAMERA (LOCATION GS 347) 257 MODIFY CLOSED CIRCUIT TELEVISION LS 34,980.0000 34,980.00 1.000 34,980 CAMERA (LOCATION GS 350) 258 NO. 5 PULL BOX EA 1,060.0000 13,780.00 13.000 13,780 259 COMMUNICATION PULL BOX EA 1,484.0000 54,908.00 40.000 59,360 260 REMOVE PULL BOX OR SPLICE VAULT EA 848.0000 50,880.00 56.000 47,488 261 SPLICE VAULT EA 5,300.0000 79,500.00 15.000 79,500 262 POWER CONDUCTORS (2X2 OR 2X4) M 26.5000 19,610.00 863.000 22,869 263 SYSTEM TESTING AND DOCUMENTATION LS 26,500.0000 26,500.00 0.500 13,250 PROGRAM CAS145 PAGE 11 DATE 10/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1218V4 TIME 12:32 PM ESTIMATE NO. 55 BID OPENING 06/10/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 50,200.70 48,150,763.14 ADJUSTMENT OF COMPENSATION 0.00 1,151,223.11 EXTRA WORK 18,328.82 7,632,865.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,529.52 56,934,852.23 264 MOBILIZATION LS 1,740,000.0000 1,740,000.00 1.000 1,740,000 ORIGINAL CONTRACT AMOUNT 52,682,730.56 TOTAL WORK COMPLETED 68,529.52 58,674,852.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,600.00 TOTAL 68,529.52 58,667,252.23 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/26/10 850 12/20/10 12/20/10 06/30/15 870 51 0 0 95% 100% PROGRESS IS SATISFACTORY CCO PENDING EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/14