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 06/26/13 EST. NO.52 TIME 11:46 AM R.E. NAME: BASHOURA, YANINA 07-1294V4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 138 0001 81,999.00 A.C. @ L.S.(+) 061713 N 0001 0 81,999.00 TOTAL THIS ESTIMATE 4,782,538.34 TOTAL PREVIOUS ESTIMATE 4,864,537.34 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 06/26/13 EST. NO.52 TIME 11:46 AM R.E. NAME: BASHOURA, YANINA 07-1294V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE OUT OF COMP -5,738.40 19 CONC.PAVING NONCOMPL -1,150.00 20 LATE OPENING -29,400.00 31 PCCP THINKNESS DEF. -2,949.40 33 CCO PENDING ITEM ADJ -3,500.00 49 CCO PENDING ITEM ADJ 3,500.00 50 0.00 -39,237.80 LABOR COMPLIANCE VIOLATION VARIOUS -10,000.00 09 MAR.08, APR.08 -10,000.00 13 MAR 08, APR 08 10,000.00 14 VARIOUS 10,000.00 14 JULY 08, AUG 08 -10,000.00 17 JULY 08, AUG 08 10,000.00 18 APRIL 2010 -10,000.00 38 APRIL 2010 -10,000.00 39 APRIL 2010 10,000.00 40 APRIL 2010 10,000.00 41 JULY 2010 -10,000.00 41 JULY 2010 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS 0.00 -39,237.80 PROGRAM CAS145 PAGE 1 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 LOCATION FINAL ESTIMATE 07-LA-60-11.8/23.3 -------------- COOPER ENGINEERING INC IN LOS ANGELES COUNTY AT HACIENDA 281 CORPORATE TERRACE HEIGHTS AND ROWLAND HEIGHTS AT CORONA CA 92879 VARIOUS LOCATIONS FED. AID NO. ACNH-P060(130)E ,CMLN-6207(40)E CONSTRUCT HOV LANE AND SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 2,700.0000 2,160,000.00 815.000 2,200,500 003 TEMPORARY FENCE (TYPE CL-1.8) M 33.0000 43,560.00 1,865.820 61,572 004 TEMPORARY FENCE (TYPE ESA) M 16.0000 3,200.00 180.000 2,880 005 TEMPORARY SUPPORT LS 9,000.0000 9,000.00 1.000 9,000 006 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 1.000 15,000 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 550,000.0000 550,000.00 1.000 550,000 008 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 (S) 009 TRAFFIC CONTROL SYSTEM LS 1,245,000.0000 1,245,000.00 1.000 1,245,000 (S) 010 TYPE III BARRICADE EA 100.0000 11,000.00 52.000 5,200 (S) 011 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 840.00 85.790 4,804 (S) 012 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 56,400.00 145,261.550 108,946 (S) 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,200.00 1,111.000 38,885 (S) 014 TEMPORARY PAVEMENT MARKER EA 3.0000 18,030.00 12,387.000 37,161 (S) 015 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 13.000 32,500 (S) 016 TEMPORARY RAILING (TYPE K) M 37.0000 2,656,600.00 65,825.290 2,435,535 (S) 017 TEMPORARY CRASH CUSHION MODULE EA 250.0000 172,500.00 953.000 238,250 (S) 018 ABANDON CULVERT M 65.0000 5,200.00 60.600 3,939 019 REMOVE WOOD FENCE M 25.0000 1,125.00 45.000 1,125 020 REMOVE CHAIN LINK FENCE M 35.0000 29,400.00 867.310 30,355 (S) 021 REMOVE METAL BEAM GUARD RAILING M 35.0000 140,000.00 4,024.480 140,856 (S) 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 55,050.00 35,469.000 53,203 (S) STRIPE PROGRAM CAS145 PAGE 2 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 164,200.00 62,430.000 124,860 (S) 024 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,500.00 109.060 2,726 (S) 025 REMOVE PAVEMENT MARKER EA 1.0000 43,600.00 43,621.000 43,621 (S) 026 REMOVE ROADSIDE SIGN EA 225.0000 4,500.00 29.000 6,525 027 REMOVE SIGN STRUCTURE EA 6,000.0000 222,000.00 37.000 222,000 028 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 32,000.00 9.000 36,000 029 REMOVE ASPHALT CONCRETE DIKE M 4.0000 10,240.00 2,701.240 10,804 030 REMOVE PIPE M 10.0000 39,100.00 4,689.460 46,894 031 REMOVE INLET EA 750.0000 41,250.00 56.000 42,000 032 REMOVE HEADWALL EA 450.0000 8,100.00 18.000 8,100 033 REMOVE JUNCTION BOX EA 1,300.0000 26,000.00 20.000 26,000 034 REMOVE MASONRY WALL M2 22.0000 28,600.00 1,290.100 28,382 035 RELOCATE ROADSIDE SIGN-ONE POST EA 350.0000 1,400.00 3.000 1,050 036 RELOCATE ROADSIDE SIGN-TWO POST EA 600.0000 1,800.00 1.500 900 (S) 037 MODIFY INLET EA 3,725.0000 55,875.00 18.000 67,050 038 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 24,100.00 56,203.830 562,038 (S) 039 REMOVE CONCRETE M3 170.0000 25,500.00 258.540 43,951 040 REMOVE CONCRETE (CURB AND GUTTER) M 26.0000 28,080.00 1,151.130 29,929 041 REMOVE CONCRETE BARRIER (TYPE 50) M 27.0000 445,500.00 16,759.840 452,515 042 REMOVE CONCRETE BARRIER (TYPE 27 MOD) M 35.0000 35,700.00 1,013.900 35,486 043 REMOVE CONCRETE BARRIER (TYPE 60) M 50.0000 4,050.00 77.830 3,891 044 CLEAN BRIDGE DECK M2 35.0000 291,620.00 7,891.535 276,203 045 REMOVE SOUND WALL M 28.0000 31,080.00 1,104.900 30,937 046 ACCESS OPENING, SOFFIT EA 2,000.0000 24,000.00 13.000 26,000 047 CAP INLET AND JUNCTION BOX EA 2,225.0000 8,900.00 5.000 11,125 048 BRIDGE REMOVAL, LOCATION A LS 53,000.0000 53,000.00 1.000 53,000 (F) 049 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 1.000 60,000 (F) PROGRAM CAS145 PAGE 3 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION A LS 26,000.0000 26,000.00 1.000 26,000 051 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000 052 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000 053 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000 054 BRIDGE REMOVAL (PORTION), LOCATION E LS 7,000.0000 7,000.00 1.000 7,000 055 BRIDGE REMOVAL (PORTION), LOCATION F LS 7,000.0000 7,000.00 1.000 7,000 056 BRIDGE REMOVAL (PORTION), LOCATION G LS 8,000.0000 8,000.00 1.000 8,000 057 BRIDGE REMOVAL (PORTION), LOCATION H LS 4,000.0000 4,000.00 1.000 4,000 058 BRIDGE REMOVAL (PORTION), LOCATION I LS 8,000.0000 8,000.00 1.000 8,000 059 BRIDGE REMOVAL (PORTION), LOCATION J LS 4,000.0000 4,000.00 1.000 4,000 060 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 1.000 350,000 061 ROADWAY EXCAVATION M3 17.0000 1,955,000.00 124,052.410 2,108,890 062 ROADWAY EXCAVATION (TYPE Z-3) M3 114.0000 177,840.00 1,560.000 177,840 (AERIALLY DEPOSITED LEAD) 063 ROADWAY EXCAVATION (TYPE Y-2) M3 17.0000 243,100.00 15,300.000 260,100 (AERIALLY DEPOSITED LEAD) 064 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 065 STRUCTURE EXCAVATION (BRIDGE) M3 230.0000 269,330.00 1,168.000 268,640 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 966,875.00 26,179.000 916,265 (F) 067 STRUCTURE EXCAVATION (TYPE Z-1) M3 114.0000 9,690.00 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE EXCAVATION (TYPE Z-2) M3 114.0000 56,202.00 482.000 54,948 (F) (AERIALLY DEPOSITED LEAD) 069 STRUCTURE EXCAVATION (TYPE Z-3) M3 114.0000 414,732.00 3,424.000 390,336 (F) (AERIALLY DEPOSITED LEAD) 070 STRUCTURE EXCAVATION (TYPE Y-2) M3 35.0000 360,990.00 9,311.000 325,885 (F) (AERIALLY DEPOSITED LEAD) 071 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 81,685.00 932.000 79,220 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) M3 63.0000 1,901,529.00 27,931.000 1,759,653 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 89,400.00 529.000 79,350 (F) WALL) 074 SAND BACKFILL M3 125.0000 8,750.00 66.300 8,287 075 DITCH EXCAVATION M3 56.0000 53,200.00 948.500 53,116 076 HIGHWAY PLANTING LS 516,000.0000 516,000.00 1.000 516,000 (S) PROGRAM CAS145 PAGE 4 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MULCH M3 35.0000 340,900.00 9,379.000 328,265 (S) 078 FIBER (EROSION CONTROL) KG 30.0000 163,500.00 7,061.960 211,858 (S) 079 COMPOST (EROSION CONTROL) M3 20.0000 6,000.00 231.610 4,632 (S) 080 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,000.0000 80,000.00 13.000 65,000 (S) 081 PURE LIVE SEED (EROSION CONTROL) KG 185.0000 16,650.00 93.709 17,336 (S) 082 STABILIZING EMULSION (EROSION CONTROL) KG 100.0000 41,000.00 528.860 52,886 (S) 083 MAINTAIN EXISTING PLANTED AREAS LS 120,000.0000 120,000.00 1.000 120,000 (S) 084 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 1.000 75,000 (S) 085 MAINTAIN EXISTING IRRIGATION FACILITIES LS 85,000.0000 85,000.00 1.000 85,000 (S) 086 IRRIGATION SYSTEM LS 375,000.0000 375,000.00 1.000 375,000 (S) 087 NPS 3 SUPPLY LINE (BRIDGE) M 75.0000 24,000.00 240.110 18,008 088 200 MM WELDED STEEL PIPE CONDUIT M 325.0000 123,500.00 302.300 98,247 (S) (6.35 MM THICK) 089 EXTEND 200 MM CONDUIT M 500.0000 1,000.00 2.000 1,000 (S) 090 EXTEND 250 MM CONDUIT M 500.0000 1,500.00 3.000 1,500 (S) 091 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 8,750.00 32.680 8,170 092 CLASS 3 AGGREGATE BASE M3 35.0000 1,536,500.00 43,021.420 1,505,749 093 LEAN CONCRETE BASE M3 208.0000 5,928,000.00 29,272.020 6,088,580 094 ASPHALT CONCRETE (TYPE B) TONN 95.0000 2,422,500.00 23,240.690 2,207,865 095 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 21.0000 85,470.00 3,097.090 65,038 AREA) 096 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 13,805.00 2,304.800 12,676 097 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 3,135.00 544.550 2,995 098 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 8,195.00 1,646.980 9,058 099 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 34,650.00 5,949.030 32,719 100 CONCRETE PAVEMENT M3 256.0000 14,592,000.00 58,224.050 14,905,356 101 CONCRETE PAVEMENT M3 1,060.0000 1,452,200.00 0.000 0 (RAPID STRENGTH CONCRETE) 102 RAPID STRENGTH CONCRETE BASE M3 875.0000 1,076,250.00 0.000 0 103 SEAL PAVEMENT JOINT M 8.5000 465,800.00 61,364.470 521,598 PROGRAM CAS145 PAGE 5 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SEAL LONGITUDINAL ISOLATION JOINT M 11.0000 467,500.00 42,598.734 468,586 105 GRIND EXISTING CONCRETE M2 12.0000 456,000.00 37,939.000 455,268 (S) PAVEMENT 106 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 550.0000 479,600.00 837.277 460,502 (S) PILING 107 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 537.0000 895,716.00 1,693.784 909,562 (S) PILING 108 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 37,200.00 46.100 36,880 (S) PILING 109 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 235.0000 5,922,000.00 30,898.347 7,261,111 (S) PILING (SOUND WALL) 110 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,115.0000 89,200.00 91.541 102,068 (S) PILING (SOUND WALL) 111 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 775.0000 108,500.00 196.515 152,299 (S) 112 PRESTRESSING CAST-IN-PLACE CONCRETE LS 56,000.0000 56,000.00 1.000 56,000 (S) 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 177,200.00 431.001 172,400 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 1,150.0000 1,460,500.00 1,270.000 1,460,500 (F) 115 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 5,601,750.00 9,806.000 5,148,150 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,250.0000 67,500.00 54.000 67,500 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,725.0000 231,150.00 134.000 231,150 (F) (TYPE N) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 960.0000 308,160.00 428.305 411,172 (TYPE R) 119 CLASS 1 CONCRETE (BOX CULVERT) M3 1,450.0000 45,965.00 31.700 45,965 (F) 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 952,700.00 646.710 1,131,742 (F) 121 MINOR CONCRETE (SOUND WALL) M3 650.0000 140,725.00 382.500 248,625 (F) 122 MINOR CONCRETE (BACKFILL) M3 120.0000 5,520.00 53.640 6,436 (F) 123 PAVING NOTCH EXTENSION M3 5,500.0000 47,850.00 10.961 60,285 124 FRACTURED RIB TEXTURE M2 55.0000 51,700.00 875.500 48,152 125 DRILL AND BOND DOWEL M 130.0000 71,760.00 545.975 70,976 126 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 46.0000 15,824.00 416.000 19,136 127 CLEAN EXPANSION JOINT M 27.0000 16,875.00 288.226 7,782 128 REFINISH BRIDGE DECK M2 110.0000 4,730.00 43.000 4,730 (F) 129 CORE CONCRETE (0 - 50 MM) M 215.0000 71,380.00 312.830 67,258 (S) 130 CORE CONCRETE (51 MM - 100 MM) M 215.0000 2,150.00 0.000 0 (S) PROGRAM CAS145 PAGE 6 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CORE CONCRETE (101 MM - 150 MM) M 329.0000 658.00 0.000 0 (S) 132 CORE CONCRETE (151 MM - 200 MM) M 548.0000 3,562.00 3.059 1,676 (S) 133 SOUND WALL (MASONRY BLOCK) M2 243.0000 8,584,947.00 38,741.000 9,414,063 (SF) 134 JOINT SEAL (MR 30 MM) M 145.0000 6,380.00 44.405 6,438 (S) 135 JOINT SEAL (MR 15 MM) M 170.0000 77,945.00 298.672 50,774 (S) 136 JOINT SEAL (MR 40 MM) M 200.0000 36,200.00 159.340 31,868 (S) 137 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 994,032.00 390,445.000 1,015,157 (SF) 138 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 1,372,098.00 609,663.000 1,280,292 (SF) 139 BAR REINFORCING STEEL (BOX CULVERT) KG 4.5000 18,315.00 4,070.000 18,315 (S) 140 HEADED BAR REINFORCEMENT EA 84.0000 89,544.00 814.000 68,376 (SF) 141 TREAT BRIDGE DECK M2 115.0000 958,180.00 8,332.000 958,180 (F) 142 MEMBRANE WATERPROOFING M2 73.0000 10,439.00 143.000 10,439 (SF) 143 FURNISH BRIDGE DECK TREATMENT MATERIAL L 55.0000 208,670.00 3,000.603 165,033 (LOW ODOR) 144 COLUMN CASING KG 10.0000 611,780.00 61,178.000 611,780 (SF) 145 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 5,481,540.00 599,010.000 5,391,090 (F) 146 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 609,060.00 599,010.000 599,010 (SF) 147 1372 MM CAST-IN-DRILLED-HOLE M 2,250.0000 117,000.00 52.200 117,450 (S) CONCRETE PILE (SIGN FOUNDATION) 148 1524 MM CAST-IN-DRILLED-HOLE M 4,500.0000 2,025,000.00 445.900 2,006,550 (S) CONCRETE PILE (SIGN FOUNDATION) 149 METAL (BARRIER MOUNTED SIGN) KG 6.5000 45,045.00 6,930.000 45,045 150 METAL (SOUND WALL MOUNTED SIGN) KG 9.0000 18,360.00 1,870.000 16,830 151 ROADSIDE SIGN - ONE POST EA 450.0000 1,800.00 4.000 1,800 152 ROADSIDE SIGN - TWO POST EA 900.0000 2,700.00 3.000 2,700 153 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 285.0000 2,280.00 14.000 3,990 METHOD) 154 INSTALL SIGN PANEL ON EXISTING FRAME M2 85.0000 1,190.00 30.670 2,606 155 INSTALL ROADSIDE SIGN PANEL ON EA 675.0000 8,775.00 13.000 8,775 EXISTING POST 156 INSTALL SIGN PANEL ON SOUND WALL EA 1,125.0000 10,125.00 6.000 6,750 157 450 MM REINFORCED CONCRETE PIPE M 190.0000 228,000.00 1,317.320 250,290 PROGRAM CAS145 PAGE 7 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 600 MM REINFORCED CONCRETE PIPE M 250.0000 265,000.00 1,226.060 306,515 159 750 MM REINFORCED CONCRETE PIPE M 335.0000 2,010.00 4.900 1,641 160 900 MM REINFORCED CONCRETE PIPE M 500.0000 15,000.00 12.700 6,350 161 1050 MM REINFORCED CONCRETE PIPE M 610.0000 1,830.00 6.900 4,209 162 JACKED 600 MM REINFORCED CONCRETE PIPE M 750.0000 18,000.00 21.640 16,230 (CLASS V) 163 JACKED 1200 MM REINFORCED CONCRETE PIPE M 4,000.0000 236,000.00 59.000 236,000 (CLASS V) 164 450 MM CORRUGATED STEEL PIPE M 200.0000 38,000.00 204.780 40,956 (2.01 MM THICK) 165 600 MM CORRUGATED STEEL PIPE M 575.0000 11,500.00 16.200 9,315 (2.01 MM THICK) 166 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 735,550.00 3,464.390 814,131 (2.01 MM THICK) 167 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 116.0000 9,280.00 53.500 6,206 (2.01 MM THICK) 168 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 119.0000 4,760.00 30.700 3,653 (2.01 MM THICK) 169 300 MM ENTRANCE TAPER EA 675.0000 8,100.00 12.000 8,100 170 GRATED LINE DRAIN M 110.0000 13,200.00 115.900 12,749 171 300 MM STEEL FLARED END SECTION EA 200.0000 3,200.00 13.000 2,600 172 450 MM STEEL FLARED END SECTION EA 265.0000 7,155.00 27.000 7,155 173 ROCK SLOPE PROTECTION M3 100.0000 9,000.00 68.510 6,851 (FACING, METHOD B) 174 MINOR CONCRETE (DITCH LINING) M3 1,500.0000 3,000.00 17.000 25,500 175 MINOR CONCRETE (CURB AND GUTTER) M3 320.0000 41,600.00 156.030 49,929 176 MISCELLANEOUS IRON AND STEEL KG 2.4000 103,692.00 45,008.000 108,019 (SF) 177 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 15,030.00 1,503.000 15,030 (SF) 178 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 29,000.00 672.440 33,622 (S) 179 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,250.0000 11,250.00 9.000 20,250 (S) 180 INSTALL MEDIAN MILEAGE PANEL EA 85.0000 10,200.00 118.000 10,030 181 METAL BEAM GUARD RAILING M 85.0000 566,950.00 6,935.720 589,536 (S) 182 CABLE RAILING M 130.0000 56,693.00 432.550 56,231 183 TRANSITION RAILING (TYPE WB) EA 2,800.0000 75,600.00 31.000 86,800 (S) 184 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,125.0000 38,250.00 40.000 45,000 (S) PROGRAM CAS145 PAGE 8 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,600.0000 56,000.00 17.000 95,200 (S) 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 5,600.0000 156,800.00 32.000 179,200 (S) 187 CRASH CUSHION (REACT 9SCBS) EA 58,000.0000 58,000.00 0.000 0 (S) 188 CONCRETE BARRIER (TYPE 60) M 170.0000 66,300.00 317.860 54,036 189 CONCRETE BARRIER (TYPE 60D) M 675.0000 209,250.00 305.720 206,361 190 CONCRETE BARRIER (TYPE 60G) M 230.0000 3,565,000.00 15,969.110 3,672,895 191 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 350.0000 214,025.00 692.201 242,270 192 CONCRETE BARRIER (TYPE 60GC) M 365.0000 156,950.00 87.500 31,937 193 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 345.0000 11,040.00 20.430 7,048 194 CONCRETE BARRIER (TYPE 60GR) M 400.0000 152,000.00 504.870 201,948 195 CONCRETE BARRIER (TYPE 60R) M 400.0000 36,000.00 67.790 27,116 196 CONCRETE BARRIER (TYPE 736A MODIFIED) M 230.0000 736,920.00 2,863.965 658,711 197 CONCRETE BARRIER (TYPE 736A) M 247.0000 125,970.00 0.000 0 198 CONCRETE BARRIER (TYPE 736 MODIFIED) M 231.0000 86,394.00 374.000 86,394 (F) 199 CONCRETE BARRIER (TYPE 736S MODIFIED) M 239.0000 19,120.00 123.150 29,432 (F) 200 CONCRETE BARRIER (TYPE 736SV) M 480.0000 3,192,000.00 7,005.000 3,362,400 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 365.0000 4,745.00 13.000 4,745 (F) 203 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 49,950.00 1,262.480 56,811 (S) 204 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 188,600.00 172,398.320 198,258 (S) 205 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 19,750.00 5,012.710 12,531 (S) 206 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,420.00 3,138.750 6,277 (S) (BROKEN 3.66 M - 0.92 M) 207 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,200.00 4,355.000 10,887 (S) 208 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 115,000.00 121,190.910 121,190 (S) (BROKEN 10.98 M - 3.66 M) 209 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,470.00 3,385.240 3,385 (S) (BROKEN 5.18 M - 2.14 M) 210 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 79,500.00 34,209.000 85,522 (S) 211 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 83,600.00 23,095.000 92,380 (S) PROGRAM CAS145 PAGE 9 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING (TEMPORARY) LS 240,000.0000 240,000.00 1.000 240,000 (S) 213 LIGHTING CONDUIT (BRIDGE) LS 30,000.0000 30,000.00 1.000 30,000 (S) 214 MODIFY COMMUNICATION SYSTEM ROUTING LS 3,200,000.0000 3,200,000.00 1.000 3,200,000 (S) 215 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 1.000 30,000 (S) 216 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 12,000.0000 12,000.00 1.000 12,000 (S) 217 MODIFY TRAFFIC MONITORING STATION LS 440,000.0000 440,000.00 1.000 440,000 (S) 218 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 50,000.0000 50,000.00 1.000 50,000 (S) STATION 219 MODIFY RAMP METERING SYSTEM LS 660,000.0000 660,000.00 1.000 660,000 220 MODIFY SIGNAL AND LIGHTING LS 8,000.0000 8,000.00 1.000 8,000 (S) 221 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 (S) 222 MODIFY SOFFIT LIGHTING LS 25,000.0000 25,000.00 1.000 25,000 (S) 223 RELOCATE CLOSED CIRCUIT TELEVISION LS 32,000.0000 32,000.00 1.000 32,000 (S) CAMERA (LOCATION PO 120) 224 RELOCATE CLOSED CIRCUIT TELEVISON LS 34,000.0000 34,000.00 1.000 34,000 (S) CAMERA (LOCATION PO 132) 225 RELOCATE CLOSED CIRCUIT TELEVISION LS 75,000.0000 75,000.00 1.000 75,000 (S) CAMERA (LOCATION PO 142) 226 RELOCATE CLOSED CIRCUIT TELEVISION LS 32,000.0000 32,000.00 1.000 32,000 (S) CAMERA (LOCATION PO 144) 227 RELOCATE CHANGEABLE MESSAGE SIGN LS 175,000.0000 175,000.00 1.000 175,000 (S) (CMS 74) 228 SYSTEM TESTING AND DOCUMENTATION LS 56,000.0000 56,000.00 1.000 56,000 (S) 229 MODIFY DATA NODE (LOCATION PO 159) LS 60,000.0000 60,000.00 1.000 60,000 (S) 230 MODIFY VIDEO NODE (LOCATION PO 159) LS 30,000.0000 30,000.00 1.000 30,000 (S) 231 MODIFY CABLE NODE (LOCATION PO 117) LS 50,000.0000 50,000.00 1.000 50,000 (S) 232 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 233 REMOVE TRAFFIC STRIPE M 3.0000 183,000.00 65,207.580 195,622 PROGRAM CAS145 PAGE 10 DATE 06/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:46 AM ESTIMATE NO. 52 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/12/11 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 06/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 104,253,478.61 ADJUSTMENT OF COMPENSATION 81,999.00 1,483,277.95 EXTRA WORK 0.00 3,381,259.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 81,999.00 109,118,015.95 234 MOBILIZATION LS 10,050,000.0000 10,050,000.00 1.000 10,050,000 ORIGINAL CONTRACT AMOUNT 113,996,562.00 TOTAL WORK COMPLETED 81,999.00 119,168,015.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -39,237.80 TOTAL 81,999.00 119,128,778.15 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/18/07 1040 05/07/07 08/03/07 04/12/11 815 167 15 0 100% 100% BASHOURA, YANINA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/26/13