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 06/18/12 EST. NO.23 TIME 01:31 PM R.E. NAME: EID, EMILE 07-1219U4 --------------------------------------------------------------------------- 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 0101 2,278.00 E.W. @ F.A.(+) 051811 N 0344.1 002 0027 560.51 E.W. @ F.A.(+) 012712 N 0705.0 009 0179 279,218.09 E.W. @ F.A.(+) 061312 N 0000 0 0179-1 -279,218.09 061312 N 0000 0 DAO CORRECTING ENTRY 0179-2 253,834.63 061312 N 0000 0 DAO CORRECTING ENTRY 022 0008 569.69 E.W. @ F.A.(+) 032612 N 0706.0 0009 607.75 032712 N 0707.0 030 0030 1,432.25 E.W. @ F.A.(+) 012712 N 0627.0 035 0013 6,379.14 A.C. @ U.P.(+) 052412 N 0013 0 265,661.97 TOTAL THIS ESTIMATE 1,709,257.23 TOTAL PREVIOUS ESTIMATE 1,974,919.20 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 06/18/12 EST. NO.23 TIME 01:31 PM R.E. NAME: EID, EMILE 07-1219U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANOMALITIES@BENT8 -7,941.88 04 ANOMALIES-BENTS 3&4 -9,071.72 05 CLOSURE-LATE OPENING -21,000.00 05 ANOMALIES @ BENT 5 -8,399.32 06 ANOMALITY @ BENTS -7,059.64 07 REPAIR PILE 6 -4,370.28 08 REPAIR PILE6-REVERSL 4,370.28 10 STRENGTH TEST FAIL -5,659.20 20 0.00 -59,131.76 TOTAL DEDUCTIONS 0.00 -59,131.76 PROGRAM CAS145 PAGE 1 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 LOCATION PROGRESS ESTIMATE 07-LA-5-36.0/39.4 ----------------- FLATIRON WEST, INC. IN LOS ANGELES COUNTY IN LOS ANGELE 9215 CRANFORD AVE S ON ROUTE 5 FR 0.1KM NORTH OF PACOIMA, CA 91331 SHELDON STREET OVERCROSSING AND VARIOUS LOCATIONS FED. AID NO. SARR-053(33)N ,AL-053(33)N ,CMLN-6207(54) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,430,000.00 19.000 66,500.00 434.000 1,519,000.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 21.0000 49,350.00 2,269.100 47,651.10 005 CONSTRUCTION SITE MANAGEMENT LS 137,000.0000 137,000.00 0.020 2,740.00 0.460 63,020.00 006 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.008 17.60 0.692 1,522.40 PREVENTION PLAN 007 TEMPORARY MULCH M2 1.1200 336,000.00 0.000 0.00 008 TEMPORARY FIBER ROLL M 8.0000 144,000.00 921.000 7,368.00 22,304.000 178,432.00 009 TEMPORARY SILT FENCE M 7.0000 53,200.00 30.000 210.00 7,119.000 49,833.00 010 TEMPORARY GRAVEL BAG BERM M 18.0000 55,800.00 470.000 8,460.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 70,000.00 20.000 140,000.00 012 TEMPORARY COVER M2 3.0000 39,000.00 7,572.000 22,716.00 013 TEMPORARY CHECK DAM M 15.0000 6,750.00 36.000 540.00 014 MOVE-IN/MOVE-OUT EA 1,200.0000 30,000.00 13.000 15,600.00 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 50,400.00 1.000 140.00 116.000 16,240.00 016 STREET SWEEPING LS 210,000.0000 210,000.00 0.020 4,200.00 0.460 96,600.00 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 106,000.0000 106,000.00 0.020 2,120.00 0.460 48,760.00 018 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.010 600.00 0.650 39,000.00 019 TRAFFIC CONTROL SYSTEM LS 200,000.0000 1,200,000.00 0.020 24,000.00 0.460 552,000.00 020 TYPE III BARRICADE EA 140.0000 6,440.00 46.000 6,440.00 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 10,400.00 126.000 5,040.00 022 TEMPORARY RAILING (TYPE K) M 30.0000 807,000.00 13,682.510 410,475.30 PROGRAM CAS145 PAGE 2 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 253.000 63,250.00 024 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,500.0000 150,000.00 16.000 120,000.00 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.4000 21,400.00 10,541.000 4,216.40 STRIPE (HAZARDOUS WASTE) 026 ABANDON PIPE M 29.0000 17,110.00 76.000 2,204.00 027 REMOVE WOOD FENCE M 32.0000 2,848.00 113.810 3,641.92 028 REMOVE CHAIN LINK FENCE M 10.0000 58,800.00 3,860.000 38,600.00 029 REMOVE MASONRY BLOCK WALL M2 52.0000 47,840.00 705.370 36,679.24 030 REMOVE METAL BEAM GUARD RAILING M 28.0000 55,720.00 250.460 7,012.88 2,261.040 63,309.12 031 REMOVE TRAFFIC STRIPE M 0.4000 29,600.00 30,338.500 12,135.40 032 REMOVE PAVEMENT MARKING M2 20.0000 13,600.00 145.470 2,909.40 033 REMOVE PAVEMENT MARKER EA 0.7500 33,375.00 13,860.000 10,395.00 034 REMOVE ROADSIDE SIGN EA 150.0000 12,750.00 70.000 10,500.00 035 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 10.000 30,000.00 036 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 3,500.00 0.000 0.00 037 REMOVE PIPE M 35.0000 153,650.00 40.300 1,410.50 352.000 12,320.00 038 REMOVE WROUGHT IRON FENCE M 40.0000 3,000.00 6.300 252.00 039 REMOVE INLET EA 950.0000 123,500.00 12.000 11,400.00 53.000 50,350.00 040 REMOVE HEADWALL EA 550.0000 3,850.00 4.000 2,200.00 041 REMOVE RETAINING WALL (PORTION) M 90.0000 124,200.00 1,232.430 110,918.70 042 REMOVE ASPHALT CONCRETE SURFACING M2 42.0000 13,146.00 0.000 0.00 043 MODIFY INLET EA 2,200.0000 13,200.00 0.000 0.00 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 212,400.00 0.000 0.00 045 REMOVE CONCRETE M3 175.0000 70,875.00 243.130 42,547.75 046 REMOVE CONCRETE CURB M 12.0000 90,360.00 2,653.000 31,836.00 6,252.480 75,029.76 047 REMOVE CONCRETE BARRIER M 25.0000 243,500.00 2,258.000 56,450.00 048 REMOVE CONCRETE BARRIER M 39.0000 5,967.00 0.000 0.00 (TYPE 50A MODIFIED) 049 CLEAN BRIDGE DECK M2 26.0000 8,138.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SOUND WALL M 25.0000 92,000.00 3,937.000 98,425.00 051 ACCESS OPENING, SOFFIT EA 1,700.0000 22,100.00 14.000 23,800.00 052 CAP INLET EA 1,500.0000 9,000.00 1.000 1,500.00 053 BRIDGE REMOVAL LS 320,000.0000 320,000.00 0.000 0.00 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 150,000.0000 150,000.00 1.000 150,000.00 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION), LOCATION C LS 19,000.0000 19,000.00 0.000 0.00 057 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 0.900 31,500.00 058 BRIDGE REMOVAL (PORTION), LOCATION E LS 33,000.0000 33,000.00 1.000 33,000.00 059 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,000.0000 19,000.00 1.000 19,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION G LS 9,000.0000 9,000.00 1.000 9,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION H LS 61,000.0000 61,000.00 1.000 61,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION I LS 16,000.0000 16,000.00 0.100 1,600.00 063 CLEARING AND GRUBBING LS 500,000.0000 500,000.00 0.910 455,000.00 064 ROADWAY EXCAVATION M3 25.0000 2,275,000.00 8,661.730 216,543.25 39,669.710 991,742.75 065 ROADWAY EXCAVATION (TYPE Z-3) M3 140.0000 194,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 066 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 248,900.00 2,615.400 49,692.60 7,142.480 135,707.12 (AERIALLY DEPOSITED LEAD) 067 ROADWAY EXCAVATION (TYPE Y-2) M3 23.0000 62,330.00 1,122.000 25,806.00 1,724.190 39,656.37 (AERIALLY DEPOSITED LEAD) 068 LEAD COMPLIANCE PLAN LS 44,000.0000 44,000.00 1.000 44,000.00 069 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 193,520.00 1,398.000 111,840.00 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 907,850.00 2,141.000 107,050.00 6,547.000 327,350.00 (F) 071 STRUCTURE EXCAVATION (TYPE Z-3) M3 350.0000 209,860.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 072 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 30.0000 132,042.00 3,766.400 112,992.00 (F) 073 STRUCTURE EXCAVATION (TYPE Y-1) M3 35.0000 606,238.50 649.000 22,715.00 11,501.690 402,559.15 (F) (AERIALLY DEPOSITED LEAD) 074 STRUCTURE EXCAVATION (TYPE Y-2) M3 45.0000 509,625.00 1,408.000 63,360.00 10,245.000 461,025.00 (F) (AERIALLY DEPOSITED LEAD) 075 STRUCTURE EXCAVATION (TYPE Y-1) M3 35.0000 11,452.00 138.610 4,851.35 (F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 076 STRUCTURE EXCAVATION (CULVERT-GSRD) M3 240.0000 4,032.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE Y-2) M3 35.0000 11,728.50 335.130 11,729.55 (F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 078 STRUCTURE EXCAVATION (TYPE Z-3) M3 200.0000 27,720.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 079 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 226,350.00 142.000 10,650.00 1,242.000 93,150.00 (F) 080 STRUCTURE BACKFILL (CULVERT) M3 60.0000 21,600.00 0.000 0.00 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 500.0000 10,500.00 21.000 10,500.00 21.000 10,500.00 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,014,880.00 3,007.000 105,245.00 31,083.000 1,087,905.00 (F) 083 PERVIOUS BACKFILL MATERIAL (RETAINING M3 90.0000 341,370.00 20.000 1,800.00 2,313.000 208,170.00 (F) WALL) 084 STRUCTURE BACKFILL (AUSTIN VAULT) M3 100.0000 132,330.00 1,094.630 109,463.00 (F) 085 STRUCTURE BACKFILL (CULVERT-GSRD) M3 900.0000 3,240.00 0.000 0.00 (F) 086 SAND BACKFILL M3 158.0000 14,852.00 28.020 4,427.16 087 IMPORTED BORROW M3 1.0000 128,000.00 3,313.200 3,313.20 088 HIGHWAY PLANTING LS 205,000.0000 205,000.00 0.000 0.00 089 EROSION CONTROL (TYPE D) M2 1.0000 4,000.00 0.000 0.00 090 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.020 800.00 0.440 17,600.00 091 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 092 IRRIGATION SYSTEM LS 405,000.0000 405,000.00 0.000 0.00 093 NPS 2 SUPPLY LINE (BRIDGE) M 330.0000 23,760.00 72.000 23,760.00 (F) 094 NPS 2.5 SUPPLY LINE (BRIDGE) M 345.0000 23,805.00 0.000 0.00 (F) 095 NPS 4 SUPPLY LINE (BRIDGE) M 470.0000 19,270.00 0.000 0.00 (F) 096 200 MM CORRUGATED HIGH DENSITY M 270.0000 17,820.00 10.000 2,700.00 POLYETHYLENE PIPE CONDUIT 097 250 MM CORRUGATED HIGH DENSITY M 280.0000 14,280.00 35.700 9,996.00 POLYETHYLENE PIPE CONDUIT 098 AGGREGATE BASE (APPROACH SLAB) M3 81.0000 3,726.00 0.000 0.00 099 CLASS 3 AGGREGATE BASE M3 41.0000 1,713,800.00 15,901.500 651,961.50 100 LEAN CONCRETE BASE M3 98.0000 2,695,000.00 268.430 26,306.14 8,466.630 829,729.74 101 LEAN CONCRETE BASE RAPID SETTING M3 280.0000 131,600.00 200.800 56,224.00 102 CRACK TREATMENT LNKM 5,000.0000 35,500.00 0.000 0.00 103 HOT MIX ASPHALT (TYPE B) TONN 89.0000 1,406,200.00 8,621.500 767,313.50 PROGRAM CAS145 PAGE 5 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.0000 429,000.00 0.000 0.00 105 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.0000 13,950.00 3,900.000 11,700.00 106 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 107 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 11.0000 4,840.00 0.000 0.00 108 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 11.0000 5,720.00 0.000 0.00 109 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 11.0000 11,440.00 0.000 0.00 110 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 11.0000 19,030.00 0.000 0.00 111 PLACE HOT MIX ASPHALT M2 90.0000 1,260.00 0.000 0.00 (MISCELLANEOUS AREA) 112 TACK COAT TONN 800.0000 4,320.00 2.420 1,936.00 113 CONCRETE PAVEMENT M3 178.0000 7,333,600.00 380.320 67,696.96 6,829.220 1,215,601.16 114 CONCRETE PAVEMENT (RAMP TERMINI) M3 225.0000 245,250.00 299.410 67,367.25 115 REPLACE CONCRETE PAVEMENT M3 480.0000 4,800,000.00 6,178.100 2,965,488.00 (RAPID STRENGTH CONCRETE) 116 CONCRETE PAVEMENT M3 500.0000 315,000.00 365.700 182,850.00 (RAPID STRENGTH CONCRETE) 117 SEAL PAVEMENT JOINT M 9.0000 415,800.00 0.000 0.00 118 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 836,650.00 2,688.550 77,967.95 119 DOWEL BAR (DRILL AND BOND) EA 14.0000 264,600.00 14,045.000 196,630.00 120 REPAIR SPALLED JOINTS M2 800.0000 784,000.00 16.700 13,360.00 768.300 614,640.00 121 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.0000 569,100.00 18,653.000 130,571.00 122 PREFORMED COMPRESSION JOINT SEALANT M 11.0000 302,500.00 3,747.000 41,217.00 123 GRIND EXISTING CONCRETE M2 3.5000 777,000.00 201,432.910 705,015.19 PAVEMENT 124 FURNISH STEEL PILING (HP 360 X 132) M 115.0000 215,510.00 929.000 106,835.00 125 DRIVE STEEL PILE (HP 360 X 132) EA 1,800.0000 207,000.00 59.000 106,200.00 126 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 112.0000 235,872.00 1,886.000 211,232.00 PILING 127 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 295.0000 176,705.00 356.000 105,020.00 PILING 128 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 71,500.00 0.000 0.00 PILING 129 2.7 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 535,000.00 57.870 289,350.00 PILING 130 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 9,100.0000 3,913,000.00 301.530 2,743,923.00 PILING PROGRAM CAS145 PAGE 6 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PERMANENT STEEL CASING M 910.0000 234,780.00 151.000 137,410.00 132 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 718,980.00 4,782.800 550,022.00 PILING (SOUND WALL) 133 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 330.0000 43,890.00 120.800 39,864.00 PILING (SOUND WALL) 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 1,100,000.00 0.337 370,700.00 135 TIEDOWN ANCHOR EA 4,200.0000 138,600.00 33.000 138,600.00 136 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 342,000.00 723.000 289,200.00 (F) 137 STRUCTURAL CONCRETE, BRIDGE M3 672.0000 11,714,976.00 1,134.000 762,048.00 9,056.000 6,085,632.00 (F) 138 STRUCTURAL CONCRETE, RETAINING WALL M3 335.0000 5,891,980.00 594.000 198,990.00 11,759.000 3,939,265.00 (F) 139 STRUCTURAL CONCRETE, BARRIER SLAB M3 615.0000 12,300.00 20.000 12,300.00 (F) 140 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,100.0000 12,600.00 6.000 12,600.00 (F) (TYPE EQ) 141 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 365,600.00 109.000 87,200.00 (F) (TYPE N) 142 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 538,800.00 449.000 538,800.00 (F) (TYPE R) 143 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 192,800.00 34.000 27,200.00 (F) (TYPE N MODIFIED) 144 STRUCTURE CONCRETE, AUSTIN VAULT M3 540.0000 762,210.00 1,219.070 658,297.80 (F) 145 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 104,715.00 116.000 52,200.00 191.000 85,950.00 (F) 146 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 1,164,800.00 25.660 33,358.00 181.720 236,236.00 (F) 147 MINOR CONCRETE (SOUND WALL) M3 1,500.0000 19,500.00 13.000 19,500.00 (F) 148 PAVING NOTCH EXTENSION M3 1,300.0000 14,300.00 12.530 16,289.00 149 FRACTURED RIB TEXTURE M2 18.0000 329,238.00 854.000 15,372.00 12,841.000 231,138.00 (F) 150 DRILL AND BOND DOWEL M 50.0000 60,500.00 4.000 200.00 821.000 41,050.00 151 CLEAN EXPANSION JOINT M 84.0000 4,620.00 0.000 0.00 152 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 0.000 0.00 GIRDER (10 M - 15 M) 153 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 65,000.00 0.000 0.00 GIRDER (20 M - 25 M) 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,500.0000 262,500.00 2.000 25,000.00 GIRDER (25 M - 30 M) 155 ERECT PRECAST PRESTRESSED CONCRETE EA 1,600.0000 44,800.00 2.000 3,200.00 GIRDER 156 JACKING SUPERSTRUCTURE LS 70,000.0000 70,000.00 1.000 70,000.00 157 CONCRETE CLOSURE WALL M2 350.0000 138,950.00 142.000 49,700.00 (F) PROGRAM CAS145 PAGE 7 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 REFINISH BRIDGE DECK M2 140.0000 23,940.00 0.000 0.00 159 SOUND WALL (MASONRY BLOCK) M2 122.0000 2,597,587.40 3,273.000 399,306.00 12,825.660 1,564,730.52 (F) 160 PTFE SPHERICAL BEARING EA 7,000.0000 140,000.00 6.000 42,000.00 161 MASONRY BLOCK WALL M2 75.0000 68,925.00 0.000 0.00 (F) 162 JOINT SEAL (TYPE AL) M 150.0000 1,500.00 0.000 0.00 163 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,250.0000 155,250.00 0.000 0.00 164 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,750.0000 201,250.00 0.000 0.00 165 JOINT SEAL (MR 13 MM) M 150.0000 25,200.00 0.000 0.00 166 JOINT SEAL (MR 25 MM) M 200.0000 46,600.00 20.000 4,000.00 167 JOINT SEAL (MR 40 MM) M 300.0000 1,500.00 0.000 0.00 168 JOINT SEAL (MR 50 MM) M 300.0000 1,500.00 0.000 0.00 169 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 5,356,946.00 31,218.000 43,705.20 2,242,250.000 3,139,150.00 (F) 170 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 1,773,108.00 34,329.000 51,493.50 873,927.000 1,310,890.50 (F) 171 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 57,645.00 17,864.000 26,796.00 26,642.000 39,963.00 (F) 172 BAR REINFORCING STEEL (GSRD) KG 3.0000 2,571.00 0.000 0.00 (F) 173 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.4000 269,243.80 170,953.000 239,334.20 (F) 174 HEADED BAR REINFORCEMENT EA 24.0000 75,456.00 1,306.000 31,344.00 175 STAINLESS STEEL (GSRD) LINEAR KG 52.0000 25,740.00 0.000 0.00 (F) 176 COLUMN CASING KG 13.0000 348,270.00 0.000 0.00 (F) 177 FURNISH SIGN STRUCTURE (TRUSS) KG 7.6000 2,569,484.00 0.000 0.00 (F) 178 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 185,949.50 0.000 0.00 (F) 179 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 105,560.00 0.000 0.00 180 FURNISH LAMINATED PANEL SIGN M2 135.0000 2,025.00 0.000 0.00 (25.4 MM-TYPE A) 181 FURNISH LAMINATED PANEL SIGN M2 150.0000 1,200.00 0.000 0.00 (25.4 MM-TYPE B) 182 FURNISH SINGLE SHEET ALUMINUM SIGN M2 88.0000 8,360.00 0.000 0.00 (2.0 MM-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 4,440.00 0.000 0.00 (1.6 MM-FRAMED) 184 1372 MM CAST-IN-DRILLED-HOLE M 2,100.0000 77,700.00 8.000 16,800.00 15.000 31,500.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 8 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 540,540.00 103.244 268,434.40 CONCRETE PILE (SIGN FOUNDATION) 186 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 12.000 4,200.00 187 ROADSIDE SIGN - TWO POST EA 1,000.0000 1,000.00 0.000 0.00 188 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 6,800.00 0.000 0.00 METHOD) 189 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,200.00 0.000 0.00 190 300 MM REINFORCED CONCRETE PIPE M 325.0000 3,575.00 4.880 1,586.00 58.560 19,032.00 191 450 MM REINFORCED CONCRETE PIPE M 200.0000 62,000.00 86.300 17,260.00 192 600 MM REINFORCED CONCRETE PIPE M 180.0000 610,200.00 79.210 14,257.80 1,355.420 243,975.60 193 675 MM REINFORCED CONCRETE PIPE M 400.0000 3,600.00 8.400 3,360.00 194 750 MM REINFORCED CONCRETE PIPE M 290.0000 46,400.00 92.240 26,749.60 195 825 MM REINFORCED CONCRETE PIPE M 400.0000 12,800.00 33.520 13,408.00 33.520 13,408.00 196 975 MM REINFORCED CONCRETE PIPE M 1,300.0000 2,860.00 0.000 0.00 197 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,900.0000 760,000.00 7.320 13,908.00 369.190 701,461.00 198 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,200.0000 61,600.00 21.600 47,520.00 (CLASS V) 199 600 MM BITUMINOUS COATED CORRUGATED M 225.0000 12,375.00 29.600 6,660.00 STEEL PIPE (2.01 MM THICK) 200 450 MM SLOTTED CORRUGATED STEEL PIPE M 375.0000 3,750.00 0.000 0.00 (2.01 MM THICK) 201 450 MM BITUMINOUS COATED SLOTTED M 200.0000 1,706,000.00 22.800 4,560.00 1,041.600 208,320.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 202 150 MM NON-PERFORATED PLASTIC PIPE M 52.0000 1,612.00 17.300 899.60 UNDERDRAIN 203 150 MM PERFORATED PLASTIC PIPE M 43.0000 21,070.00 428.000 18,404.00 UNDERDRAIN (AUSTIN VAULT) 204 150 MM NON-PERFORATED PLASTIC PIPE M 85.0000 9,350.00 101.100 8,593.50 UNDERDRAIN (AUSTIN VAULT) 205 150 MM PLASTIC PIPE M 150.0000 2,400.00 15.200 2,280.00 206 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 42.0000 24,360.00 0.000 0.00 207 PERMEABLE MATERIAL (AUSTIN VAULT) M3 60.0000 22,200.00 322.050 19,323.00 208 SAND BED (AUSTIN VAULT) M3 60.0000 23,400.00 360.270 21,616.20 209 450 MM BITUMINOUS COATED CORRUGATED M 1,200.0000 39,600.00 12.600 15,120.00 STEEL PIPE RISER (2.01 MM THICK) 210 WELDED STEEL PIPE CASING (BRIDGE) M 550.0000 25,300.00 0.000 0.00 211 300 MM CONCRETE FLARED END SECTION EA 1,050.0000 1,050.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 600 MM CONCRETE FLARED END SECTION EA 1,025.0000 5,125.00 0.000 0.00 213 600 MM AUTOMATIC DRAINAGE GATE EA 1,550.0000 1,550.00 0.000 0.00 214 600 MM PRECAST CONCRETE PIPE MANHOLE M 1,450.0000 8,265.00 0.000 0.00 215 ROCK SLOPE PROTECTION M3 180.0000 11,880.00 0.000 0.00 (FACING, METHOD B) 216 GABION M3 500.0000 22,500.00 31.000 15,500.00 217 MINOR CONCRETE (DITCH LINING) M3 520.0000 67,600.00 30.810 16,021.20 218 FILTER FABRIC (AUSTIN VAULT) M2 4.0000 3,920.00 855.300 3,421.20 219 ROCK SLOPE PROTECTION FABRIC M2 11.0000 1,980.00 0.000 0.00 220 MINOR CONCRETE (CURB AND SIDEWALK) M3 450.0000 270,000.00 307.980 138,591.00 221 MINOR CONCRETE (GUTTER) M3 450.0000 4,500.00 6.800 3,060.00 222 MINOR CONCRETE (TEXTURED PAVING) M2 55.0000 465,850.00 326.000 17,930.00 1,469.000 80,795.00 223 MISCELLANEOUS IRON AND STEEL KG 2.5000 249,405.00 2,220.000 5,550.00 13,664.000 34,160.00 (F) 224 INLET FRAME AND GRATE EA 750.0000 6,000.00 0.000 0.00 (F) 225 ISOLATION CASING KG 12.0000 205,980.00 9,125.000 109,500.00 (F) 226 MISCELLANEOUS METAL KG 18.0000 142,848.00 0.000 0.00 (F) (RESTRAINER - CABLE TYPE) 227 MISCELLANEOUS METAL KG 14.0000 3,528.00 0.000 0.00 (F) 228 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 4,740.00 790.000 4,740.00 (F) 229 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 169,780.00 2,232.000 29,016.00 9,716.000 126,308.00 (F) 230 MISCELLANEOUS METAL (AUSTIN VAULT) KG 99.0000 24,750.00 0.000 0.00 (F) 231 MISCELLANEOUS METAL (GSRD) KG 15.0000 9,285.00 0.000 0.00 (F) 232 WROUGHT IRON FENCE M 300.0000 22,500.00 0.000 0.00 233 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 149,600.00 0.000 0.00 234 WOOD FENCE M 200.0000 17,800.00 0.000 0.00 235 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 36,000.00 0.000 0.00 236 METAL BEAM GUARD RAILING M 84.0000 199,920.00 100.090 8,407.56 115.290 9,684.36 (2.1 M WOOD POST) 237 CHAIN LINK RAILING M 100.0000 47,820.00 0.000 0.00 (F) 238 CABLE RAILING M 50.0000 40,805.00 61.300 3,065.00 232.600 11,630.00 (F) PROGRAM CAS145 PAGE 10 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 TRANSITION RAILING (TYPE WB) EA 3,000.0000 90,000.00 4.000 12,000.00 4.000 12,000.00 240 END CAP (TYPE A) EA 200.0000 2,800.00 0.000 0.00 241 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 9,750.00 1.000 750.00 2.000 1,500.00 242 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 30,800.00 2.000 5,600.00 2.000 5,600.00 243 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 32,200.00 1.000 2,300.00 2.000 4,600.00 244 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 0.000 0.00 245 CRASH CUSHION (TYPE CAT) BACKUP EA 6,500.0000 13,000.00 0.000 0.00 246 CRASH CUSHION (REACT 9SCBS) EA 54,000.0000 108,000.00 0.000 0.00 247 CONCRETE BARRIER (TYPE 60) M 140.0000 6,020.00 10.670 1,493.80 10.670 1,493.80 248 END CAP (TYPE C) EA 500.0000 500.00 1.000 500.00 1.000 500.00 249 CONCRETE BARRIER (TYPE 60C) M 170.0000 32,300.00 0.000 0.00 250 CONCRETE BARRIER (TYPE 60D) M 150.0000 223,500.00 556.500 83,475.00 556.500 83,475.00 251 CONCRETE BARRIER (TYPE 60G) M 190.0000 575,700.00 0.000 0.00 252 CONCRETE BARRIER (TYPE 60GC) M 390.0000 284,700.00 0.000 0.00 253 CONCRETE BARRIER (TYPE 60GE) M 450.0000 121,500.00 0.000 0.00 254 CONCRETE BARRIER (TYPE 60S) M 160.0000 144,000.00 0.000 0.00 255 CONCRETE BARRIER (TYPE 60S MODIFIED) M 825.0000 198,000.00 0.000 0.00 256 CONCRETE BARRIER (TYPE 60SC) M 800.0000 200,000.00 0.000 0.00 257 CONCRETE BARRIER (TYPE 60R MODIFIED) M 600.0000 13,200.00 0.000 0.00 (F) 258 CONCRETE BARRIER (TYPE 732 MODIFIED) M 230.0000 90,390.00 105.000 24,150.00 (F) 259 CONCRETE BARRIER (TYPE 60R) M 500.0000 195,000.00 0.000 0.00 260 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,150.0000 97,750.00 0.000 0.00 261 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 303,000.00 437.000 87,400.00 (F) 262 CONCRETE BARRIER (TYPE 736A MODIFIED) M 215.0000 982,765.00 2,020.000 434,300.00 263 CONCRETE BARRIER (TYPE 736SV) M 300.0000 639,000.00 1,692.580 507,774.00 (F) 264 CONCRETE BARRIER (TYPE 742 MODIFIED) M 200.0000 200,200.00 109.000 21,800.00 (F) 265 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 190.0000 81,130.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 11 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 188.0000 56,400.00 0.000 0.00 (F) 267 CONCRETE BARRIER (TYPE 742A MODIFIED) M 201.0000 13,065.00 0.000 0.00 (F) 268 CONCRETE BARRIER (TYPE 732A MODIFIED) M 190.0000 11,970.00 0.000 0.00 (F) 269 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 27,650.00 138.000 4,830.00 270 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 74,700.00 0.000 0.00 271 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 11,886.00 0.000 0.00 272 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 4,525.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 273 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 40.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 274 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 51,900.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 275 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 640.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 276 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,510.00 0.000 0.00 (BROKEN 4.88-2.14 M) 277 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,600.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 278 200 MM TWO-COMPONENT PAINT M 11.0000 6,600.00 0.000 0.00 TRAFFIC STRIPE 279 PAINT TRAFFIC STRIPE M 0.4500 31,050.00 54,944.000 24,724.80 280 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 30,245.00 5,890.000 6,773.50 281 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 3,224.00 0.000 0.00 TYPE C) 282 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 25,766.00 2,736.000 7,113.60 TYPE G) 283 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 15,548.00 1,132.000 2,943.20 TYPE H) 284 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 285 SIGNAL AND LIGHTING LS 82,000.0000 82,000.00 0.050 4,100.00 (CITY STREET LOCATION 1) 286 SIGNAL AND LIGHTING LS 91,000.0000 91,000.00 0.900 81,900.00 (CITY STREET LOCATION 2) 287 LIGHTING (TEMPORARY) LS 165,000.0000 165,000.00 0.020 3,300.00 0.810 133,650.00 288 LIGHTING (CITY STREET) LS 267,000.0000 267,000.00 0.040 10,680.00 0.210 56,070.00 289 LIGHTING AND SIGN ILLUMINATION LS 521,000.0000 1,521,000.00 0.045 68,445.00 0.480 730,080.00 290 BRIDGE LIGHTING LS 45,000.0000 45,000.00 0.475 21,375.00 0.525 23,625.00 291 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 74,290.00 86.000 9,890.00 (F) 292 RELOCATE SPRINKLER CONTROL CONDUIT M 65.0000 2,665.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 6,000.0000 6,000.00 0.760 4,560.00 294 ELECTRIC SERVICE (IRRIGATION) LS 16,000.0000 16,000.00 0.510 8,160.00 295 TEMPORARY MICROWAVE VEHICLE DETECTION LS 60,000.0000 60,000.00 0.800 48,000.00 SYSTEM 296 MODIFY COMMUNICATION SYSTEM LS 225,000.0000 1,225,000.00 0.330 404,250.00 297 TEMPORARY COMMUNICATION SYSTEM LS 20,000.0000 20,000.00 0.600 12,000.00 298 MODIFY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.000 0.00 299 GUARD POST EA 800.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 06/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:31 PM ESTIMATE NO. 23 BID OPENING 02/18/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 06/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,802,955.79 46,171,630.01 ADJUSTMENT OF COMPENSATION 6,379.14 701,362.25 EXTRA WORK 259,282.83 1,273,556.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,068,617.76 48,146,549.21 300 MOBILIZATION LS 450,000.0000 8,450,000.00 0.950 8,027,500.00 ORIGINAL CONTRACT AMOUNT 109,299,288.70 TOTAL WORK COMPLETED 3,068,617.76 56,174,049.21 MATERIALS ON HAND ON SITE 5,109,221.43 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -59,131.76 TOTAL 3,068,617.76 61,224,138.88 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 05/24/10 1230 07/19/10 07/19/10 08/15/14 175 37 0 0 50% 14% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/12