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 01/23/14 EST. NO.49 TIME 08:21 AM R.E. NAME: SAMY, RAGY 07-2411U4 --------------------------------------------------------------------------- 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 0237 498.36 E.W. @ F.A.(+) 022112 N 0974.0 0242 333.50 040212 N 1000.0 0276 80.06 032311 N 1049.0 0277 2,899.24 040411 N 1050.0 0278 1,701.65 040511 N 1051.0 0279 77.62 040611 N 1052.0 0280 77.62 040711 N 1053.0 0281 77.62 040811 N 1054.0 0282 401.74 041111 N 1055.0 0283 24.99 041211 N 1056.0 0284 24.99 041311 N 1057.0 0285 24.99 041411 N 1058.0 0286 24.99 050311 N 1059.0 0287 24.99 050511 N 1060.0 0288 24.99 050611 N 1061.0 0289 24.99 050911 N 1062.0 0290 283.51 051211 N 1063.0 0291 24.99 051311 N 1064.0 0292 30.93 052511 N 1065.0 0293 117.76 060611 N 1066.0 0294 696.29 061611 N 1067.0 0295 46.97 062211 N 1068.0 0296 132.13 062711 N 1069.0 0297 407.89 081511 N 1072.0 0298 515.79 090611 N 1074.0 0299 257.90 090811 N 1075.0 0300 438.56 091611 N 1081.0 0301 576.03 091911 N 1082.0 0302 409.79 092011 N 1083.0 0303 1,585.41 092211 N 1084.0 0304 1,947.70 092311 N 1085.0 0305 859.80 092611 N 1086.0 0306 409.79 092711 N 1087.0 0307 223.63 092811 N 1088.0 0308 187.82 092911 N 1089.0 0309 47.93 093011 N 1091.0 0310 204.90 100311 N 1092.0 0311 409.79 100411 N 1093.0 0312 204.90 101711 N 1094.0 0313 197.74 111011 N 1095.0 0314 938.16 111511 N 1096.0 0315 586.95 111611 N 1097.0 0316 1,237.30 112311 N 1098.0 0317 336.04 120111 N 1099.0 0318 144.39 122011 N 1100.0 0319 807.51 122311 N 1101.0 0321 89.58 011612 N 1103.0 0322 421.47 021412 N 1104.0 0323 390.45 022712 N 1105.0 0324 672.23 032312 N 1106.0 0325 199.33 050712 N 1109.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/23/14 EST. NO.49 TIME 08:21 AM R.E. NAME: SAMY, RAGY 07-2411U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0326 332.22 051712 N 1110.0 0327 398.66 052112 N 1111.0 0328 375.27 052212 N 1112.0 0329 199.33 052312 N 1113.0 0334 265.77 050112 N 1107.0 003 0015 1,800.00 E.W. @ F.A.(+) 032112 N 0710.0 009 0126 7,992.69 E.W. @ F.A.(+) 070112 N 1155.1 0127 609.60 070312 N 1156.1 0128 1,351.43 070912 N 1157.2 35,688.67 TOTAL THIS ESTIMATE 4,882,409.40 TOTAL PREVIOUS ESTIMATE 4,918,098.07 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 01/23/14 EST. NO.49 TIME 08:21 AM R.E. NAME: SAMY, RAGY 07-2411U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCTION FOR CONCRE -4,283.00 20 OUT OF STATE INSPECT -5,000.00 28 LANE CLOSURE DELAY -12,100.00 31 ANNUAL 2013 SOLID WS -10,000.00 49 -10,000.00 -31,383.00 LABOR COMPLIANCE VIOLATION MISS PYRLLS2011-2012 -10,000.00 32 MISS PYRLLS2011-2012 10,000.00 35 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -31,383.00 PROGRAM CAS145 PAGE 1 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 LOCATION PROGRESS ESTIMATE 07-LA-110-21.2/22.8 ----------------- FLATIRON WEST, INC. IN LOS ANGELES COUNTY IN LOS 6185 AUTO CENTER DR ANGELES FROM 0.1 KM SOUTH OF BUENA PARK, CA 90621 WASHINGTON BOULEVARD UC TO 0.2 KM NORTH OF WILSHIRE BOULEVARD OC FED. AID NO. ACHN-P110(17)E CONSTRUCT AUXILIARY 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 15,000.0000 15,000.00 1.000 15,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 600.000 600,000 004 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 2,485.00 288.100 10,083 005 CONSTRUCTION SITE MANAGEMENT LS 120,000.0000 120,000.00 1.000 120,000 006 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 12.0000 10,080.00 1,285.300 15,423 008 TEMPORARY SILT FENCE M 14.0000 11,760.00 1,317.600 18,446 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 11,100.00 3.000 11,100 010 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 50,000.00 5.000 50,000 011 TEMPORARY COVER M2 12.0000 3,000.00 250.000 3,000 012 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 6.000 3,000 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 8,750.00 52.000 9,100 014 TEMPORARY HYDRAULIC MULCH M2 1.0000 17,500.00 0.000 0 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 135,000.0000 135,000.00 1.000 135,000 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 18,000.0000 18,000.00 1.000 18,000 017 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 1.000 27,000 018 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 1.000 375,000 019 TYPE III BARRICADE EA 105.0000 6,090.00 58.000 6,090 020 CHANNELIZER (SURFACE MOUNTED) EA 15.0000 5,400.00 360.000 5,400 021 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,200.0000 4,200.00 1.000 4,200 022 TEMPORARY RAILING (TYPE K) M 44.0000 315,480.00 7,170.000 315,480 PROGRAM CAS145 PAGE 2 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 230.0000 73,600.00 352.000 80,960 024 ABANDON DECK DRAIN EA 500.0000 3,500.00 7.000 3,500 025 ABANDON PIPELINE M 67.0000 3,015.00 45.000 3,015 026 REMOVE CHAIN LINK FENCE M 12.0000 3,240.00 227.390 2,728 027 REMOVE FENCE (IRON FENCE) M 52.0000 1,300.00 25.000 1,300 028 REMOVE METAL BEAM GUARD RAILING M 33.0000 30,690.00 1,086.560 35,856 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6000 6,928.00 3,096.000 4,953 STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 29,280.00 17,281.000 27,649 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 14,512.00 7,898.000 12,636 032 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 4,200.00 117.100 2,342 033 REMOVE PAVEMENT MARKER EA 1.0000 7,000.00 7,438.000 7,438 034 REMOVE ROADSIDE SIGN EA 300.0000 13,200.00 44.000 13,200 035 REMOVE SIGN STRUCTURE EA 5,500.0000 60,500.00 11.000 60,500 036 REMOVE SIGN PANEL EA 1,000.0000 2,000.00 3.000 3,000 037 REMOVE ASPHALT CONCRETE DIKE M 17.0000 5,440.00 320.000 5,440 038 REMOVE PIPE M 130.0000 7,020.00 73.480 9,552 039 REMOVE INLET EA 570.0000 6,270.00 16.000 9,120 040 REMOVE HEADWALL EA 980.0000 980.00 1.000 980 041 REMOVE RETAINING WALL M 500.0000 95,000.00 190.000 95,000 042 REMOVE RETAINING WALL (PORTION) M 200.0000 6,000.00 30.000 6,000 043 REMOVE MASONRY WALL M 255.0000 6,885.00 27.000 6,885 044 REMOVE CONCRETE PAVEMENT M3 225.0000 42,750.00 303.270 68,235 045 RELOCATE SIGN STRUCTURE EA 20,300.0000 40,600.00 2.000 40,600 046 MODIFY SIGN STRUCTURE (INSTALL MOUNTED EA 4,350.0000 26,100.00 6.000 26,100 BEAM) 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 26,640.00 1,676.000 20,112 048 REMOVE CONCRETE SIDEWALK, DRIVEWAY AND M2 23.0000 2,185.00 234.170 5,385 CURB RAMP 049 REMOVE CONCRETE CURB M 6.0000 24,000.00 5,000.000 30,000 PROGRAM CAS145 PAGE 3 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 30.0000 4,200.00 202.000 6,060 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 7,460.00 373.000 7,460 052 REMOVE CONCRETE (MISCELLANEOUS) M3 195.0000 4,485.00 23.000 4,485 053 PLUG PIPE EA 630.0000 1,260.00 3.000 1,890 054 CAP INLET EA 770.0000 10,780.00 14.000 10,780 055 REMOVE CRASH CUSHION EA 275.0000 825.00 3.000 825 056 BRIDGE REMOVAL LS 110,200.0000 110,200.00 1.000 110,200 057 BRIDGE REMOVAL (PORTION), LOCATION A LS 96,500.0000 96,500.00 1.000 96,500 058 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,500.0000 40,500.00 1.000 40,500 059 BRIDGE REMOVAL (PORTION), LOCATION C LS 84,000.0000 84,000.00 1.000 84,000 060 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,000.0000 53,000.00 1.000 53,000 061 BRIDGE REMOVAL (PORTION), LOCATION E LS 32,000.0000 32,000.00 1.000 32,000 062 BRIDGE REMOVAL (PORTION), LOCATION F LS 12,000.0000 12,000.00 1.000 12,000 063 CLEARING AND GRUBBING LS 26,600.0000 26,600.00 1.000 26,600 064 ROADWAY EXCAVATION M3 51.0000 441,660.00 9,840.710 501,876 065 ROADWAY EXCAVATION (TYPE Z-3) M3 180.0000 282,600.00 1,570.000 282,600 (AERIALLY DEPOSITED LEAD) 066 ROADWAY EXCAVATION (TYPE Y-1) M3 43.0000 183,610.00 4,270.000 183,610 (AERIALLY DEPOSITED LEAD) 067 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 068 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 135,395.00 2,083.000 135,395 (F) 069 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 565,884.00 17,148.000 565,884 (F) 070 STRUCTURE BACKFILL (BRIDGE) M3 43.0000 72,197.00 1,679.000 72,197 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 577,225.00 10,495.000 577,225 (F) 072 PERVIOUS BACKFILL MATERIAL M3 120.0000 19,080.00 159.000 19,080 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 120.0000 45,600.00 380.000 45,600 (F) WALL) 074 SAND BACKFILL M3 135.0000 1,080.00 8.000 1,080 075 LEAN CONCRETE BACKFILL M3 180.0000 43,740.00 243.000 43,740 (F) 076 HIGHWAY PLANTING LS 57,250.0000 57,250.00 1.000 57,250 PROGRAM CAS145 PAGE 4 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK BLANKET M2 70.0000 168,700.00 2,761.400 193,298 078 TRANSPLANT PALM TREE EA 2,725.0000 73,575.00 0.000 0 079 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.083 3,320.00 1.000 40,000 080 IRRIGATION SYSTEM LS 71,200.0000 71,200.00 1.000 71,200 081 NPS 3 SUPPLY LINE (BRIDGE) M 325.0000 24,050.00 74.000 24,050 (F) 082 IRRIGATION SLEEVE M 160.0000 20,800.00 40.000 6,400 083 150 MM WELDED STEEL PIPE CONDUIT M 215.0000 12,255.00 57.000 12,255 (6.35 MM THICK) 084 200 MM WELDED STEEL PIPE CONDUIT M 1,200.0000 12,000.00 10.000 12,000 (6.35 MM THICK) 085 EXTEND 250 MM CONDUIT M 650.0000 3,900.00 6.000 3,900 086 CLASS 2 AGGREGATE BASE M3 42.0000 80,220.00 2,065.890 86,767 087 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,250.00 5.000 1,250 088 CLASS 3 AGGREGATE BASE M3 62.0000 151,280.00 3,059.530 189,690 089 LEAN CONCRETE BASE M3 152.0000 302,480.00 2,139.520 325,207 090 SEAL RANDOM CRACKS LNKM 6,000.0000 3,000.00 0.500 3,000 091 HOT MIX ASPHALT (TYPE B) TONN 112.0000 129,920.00 1,342.510 150,361 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 68.0000 11,560.00 147.940 10,059 093 DATA CORE LS 1,825.0000 1,825.00 1.000 1,825 094 PLACE HOT MIX ASPHALT DIKE M 7.0000 4,900.00 611.300 4,279 095 PLACE HOT MIX ASPHALT M2 35.0000 630.00 68.190 2,386 (MISCELLANEOUS AREA) 096 TACK COAT TONN 385.0000 847.00 2.200 847 097 CONCRETE PAVEMENT M3 215.0000 642,850.00 3,121.720 671,169 098 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 42,500.00 183.280 45,820 099 SEAL PAVEMENT JOINT M 3.0000 10,860.00 3,620.800 10,862 100 SEAL LONGITUDINAL ISOLATION JOINT M 19.0000 75,050.00 3,159.200 60,024 101 TIE BAR (DRILL AND BOND) EA 13.0000 60,970.00 1,293.000 16,809 102 GRIND EXISTING CONCRETE M2 12.0000 22,320.00 600.000 7,200 PAVEMENT 103 ISOLATION CASING (STEEL PIPE) KG 4.3500 310,537.80 71,388.000 310,537 PROGRAM CAS145 PAGE 5 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 2.0 M PERMANENT STEEL CASTING M 2,000.0000 138,000.00 69.000 138,000 105 600 MM PERMANENT STEEL CASING M 560.0000 68,320.00 122.000 68,320 (F) 106 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 84,250.00 337.000 84,250 PILING 107 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,260.0000 260,820.00 207.000 260,820 PILING 108 2.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 103,500.00 69.000 103,500 PILING 109 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 58,800.00 490.000 58,800 PILING (SOUND WALL) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000 (F) 111 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 280.0000 91,000.00 325.000 91,000 (F) 112 STRUCTURAL CONCRETE, BRIDGE M3 925.0000 1,928,625.00 2,103.250 1,945,506 (F) 113 STRUCTURAL CONCRETE DECK OVERLAY M3 1,450.0000 11,600.00 8.000 11,600 (F) 114 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 1,491,360.00 3,107.000 1,491,360 (F) 115 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 45,600.00 24.000 45,600 (F) (TYPE EQ) 116 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 72,800.00 91.000 72,800 (F) (TYPE N) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 35,100.00 39.000 35,100 (F) (TYPE R) 118 MINOR CONCRETE (MINOR STRUCTURE) M3 1,385.0000 180,050.00 136.000 188,360 (F) 119 ARCHITECTURAL FEATURES (RETAINING WALL) M2 70.0000 103,880.00 1,484.000 103,880 (F) 120 FRACTURED RIB TEXTURE (MODIFIED) M2 20.0000 17,700.00 885.000 17,700 121 DRILL AND BOND DOWEL M 35.0000 25,410.00 902.000 31,570 122 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 250.0000 5,500.00 22.000 5,500 123 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,775.0000 45,550.00 2.000 45,550 GIRDER (15 M - 20 M) 124 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 140,000.00 4.000 140,000 GIRDER (35 M - 40 M) 125 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 42,000.00 6.000 42,000 GIRDER 126 REFINISH BRIDGE DECK M2 180.0000 63,180.00 351.000 63,180 127 FURNISH POLYESTER CONCRETE OVERLAY M3 2,635.0000 50,065.00 19.000 50,065 128 PLACE POLYESTER CONCRETE OVERLAY M2 93.0000 33,387.00 359.000 33,387 129 SOUND WALL (MASONRY BLOCK) M2 139.0000 158,738.00 1,138.300 158,223 130 JOINT SEAL (MR 13MM) M 135.0000 8,505.00 124.700 16,834 PROGRAM CAS145 PAGE 6 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 50 MM) M 300.0000 8,100.00 28.700 8,610 132 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 806,773.00 366,714.993 806,772 (F) 133 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5600 395,246.28 253,363.000 395,246 (F) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 17.0000 16,643.00 979.000 16,643 (F) WITH WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,937.00 979.000 2,937 (F) WITH WALKWAY) 136 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 36,270.00 6,045.000 36,270 (F) 137 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 6,045.00 6,045.000 6,045 (F) 138 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5600 478,959.60 105,035.000 478,959 (F) 139 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 42,014.00 105,035.000 42,014 (F) 140 MODIFY SIGN STRUCTURE (INSTALL MOUNTING EA 4,250.0000 25,500.00 6.000 25,500 BEAM) 141 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 28,800.00 320.000 28,800 142 FURNISH LAMINATED PANEL SIGN M2 195.0000 4,290.00 22.000 4,290 (25.4 MM-TYPE B) 143 FURNISH LAMINATED PANEL SIGN M2 230.0000 2,990.00 13.000 2,990 (63.5 MM-TYPE B) 144 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 1,440.00 16.000 1,440 (1.6 MM-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 114.0000 1,710.00 15.000 1,710 (2.0 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 143.0000 3,718.00 26.000 3,718 (1.6 MM-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 5,000.00 25.000 5,000 (2.0 MM-FRAMED) 148 920 MM CAST-IN-DRILLED-HOLE M 2,600.0000 49,400.00 19.000 49,400 CONCRETE PILE (SIGN FOUNDATION) 149 1524 MM CAST-IN-DRILLED-HOLE M 3,300.0000 161,700.00 49.000 161,700 CONCRETE PILE (SIGN FOUNDATION) 150 METAL (BARRIER MOUNTED SIGN) KG 30.0000 6,600.00 220.000 6,600 151 METAL (SOUND WALL MOUNTED SIGN) KG 30.0000 9,000.00 300.000 9,000 152 ROADSIDE SIGN - ONE POST EA 350.0000 10,150.00 29.000 10,150 153 ROADSIDE SIGN - TWO POST EA 1,000.0000 12,000.00 12.000 12,000 154 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 660.00 3.000 660 METHOD) 155 INSTALL SIGN OVERLAY M2 220.0000 242.00 1.810 398 156 INSTALL SIGN PANEL ON EXISTING FRAME M2 108.0000 2,592.00 24.000 2,592 157 INSTALL PANEL ON SOUND WALL EA 1,250.0000 2,500.00 2.000 2,500 PROGRAM CAS145 PAGE 7 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 375 MM REINFORCED CONCRETE PIPE M 320.0000 4,160.00 9.000 2,880 159 450 MM REINFORCED CONCRETE PIPE M 155.0000 103,850.00 724.440 112,288 160 600 MM REINFORCED CONCRETE PIPE M 190.0000 57,000.00 294.860 56,023 161 450 MM SLOTTED CORRUGATED STEEL PIPE M 305.0000 189,100.00 620.000 189,100 (2.01 MM THICK) 162 80 MM PLASTIC PIPE (EDGE DRAIN) M 30.0000 2,820.00 94.000 2,820 163 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 250.0000 3,000.00 12.000 3,000 164 WELDED STEEL PIPE CASING (BRIDGE) M 450.0000 4,050.00 9.000 4,050 165 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,400.0000 1,540.00 1.070 1,498 166 900 MM PRECAST CONCRETE PIPE RISER M 1,250.0000 1,625.00 1.260 1,575 167 MINOR CONCRETE (GUTTER) M 115.0000 6,325.00 66.400 7,636 168 MINOR CONCRETE CURB M 48.0000 68,208.00 1,296.200 62,217 169 MINOR CONCRETE (COLORED) M2 49.0000 57,820.00 491.200 24,068 170 MINOR CONCRETE (SIDEWALK, CURB RAMP, M3 250.0000 18,250.00 125.990 31,497 CROSS GUTTER, CURB & GUTTER, MISC AREA) 171 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,176.00 15,692.000 62,768 (F) 172 MISCELLANEOUS METAL KG 16.0000 21,328.00 1,333.000 21,328 (F) (RESTRAINER - CABLE TYPE) 173 MISCELLANEOUS METAL (BRIDGE) KG 48.0000 7,200.00 150.000 7,200 (F) 174 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 65,196.00 3,622.000 65,196 (F) 175 CHAIN LINK FENCE (TYPE CL-1.8) M 59.0000 17,110.00 421.000 24,839 176 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 3.000 4,500 177 DELINEATOR (CLASS 1) EA 35.0000 2,310.00 0.000 0 178 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 33,620.00 276.500 22,673 179 CONCRETE BARRIER (TYPE K) M 66.0000 10,560.00 0.000 0 180 CABLE RAILING M 60.0000 540.00 83.000 4,980 181 CABLE RAILING (MODIFIED) M 75.0000 525.00 7.000 525 182 TRANSITION RAILING (TYPE WB) EA 3,000.0000 15,000.00 4.000 12,000 183 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 1.000 600 184 END CAP (TYPE A) EA 400.0000 800.00 1.000 400 PROGRAM CAS145 PAGE 8 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,100.0000 3,100.00 1.000 3,100 186 CRASH CUSHION, SAND FILLED EA 300.0000 6,600.00 0.000 0 187 CRASH CUSHION (TYPE CAT) EA 6,100.0000 6,100.00 0.000 0 188 CRASH CUSHION (TYPE CAT) BACKUP EA 6,500.0000 6,500.00 0.000 0 189 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 2.000 98,000 190 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 120,000.00 3.000 120,000 191 CONCRETE BARRIER (TYPE 60D MODIFIED) M 172.0000 3,440.00 20.000 3,440 192 CONCRETE BARRIER (TYPE 60 MODIFIED) M 172.0000 3,096.00 17.500 3,010 193 CONCRETE BARRIER (TYPE 60) M 130.0000 1,560.00 11.500 1,495 194 CONCRETE BARRIER (TYPE 60C) M 415.0000 74,700.00 146.200 60,673 195 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 180.0000 1,440.00 8.000 1,440 (F) 196 CONCRETE BARRIER (TYPE 60C MODIFIED) M 215.0000 21,715.00 101.400 21,801 197 CONCRETE BARRIER (TYPE 736 MODIFIED) M 263.0000 192,253.00 782.100 205,692 (F) 198 CONCRETE BARRIER (TYPE 736A MODIFIED) M 265.0000 213,855.00 807.000 213,855 (F) 199 CONCRETE BARRIER (TYPE 736B) M 263.0000 55,230.00 210.000 55,230 200 CONCRETE BARRIER (TYPE 736B MODIFIED) M 255.0000 30,600.00 120.010 30,602 201 CONCRETE BARRIER (TYPE 736SV) M 670.0000 80,400.00 120.000 80,400 202 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 14,850.00 272.000 12,240 203 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 9,570.00 10,192.000 10,192 204 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 5,365.00 1,647.000 6,093 205 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 749.000 2,247 (BROKEN 3.66 M - 0.92 M) 206 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,540.00 10,724.000 6,434 (BROKEN 10.98 M - 3.66 M) 207 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 54.00 241.000 241 (BROKEN 5.18 M - 2.14 M) 208 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 13,800.00 37,610.500 18,805 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 6,090.00 6,239.000 6,239 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,380.00 3,622.000 7,244 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,740.0000 10,740.00 1.000 10,740 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (TEMPORARY) (CITY LS 5,625.0000 5,625.00 1.000 5,625 STREET LOCATION 1) 213 SIGNAL AND LIGHTING (TEMPORARY) (CITY LS 26,590.0000 26,590.00 1.000 26,590 STREET LOCATION 2) 214 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 45,000.0000 45,000.00 1.000 45,000 LOCATION 1) 215 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 57,000.0000 57,000.00 1.000 57,000 LOCATION 2) 216 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 15,350.0000 15,350.00 1.000 15,350 LOCATION 3) 217 LIGHTING (TEMPORARY) LS 35,800.0000 35,800.00 1.000 35,800 218 MODIFY LIGHTING (CITY STREET) LS 57,000.0000 57,000.00 1.000 57,000 219 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 61,500.0000 61,500.00 1.000 61,500 220 CHANGEABLE MESSAGE SIGN NO.10 (TEMPORARY LS 2,600.0000 2,600.00 1.000 2,600 CUT OVER) 221 MODIFY COMMUNICATION ROUTING (CITY) LS 5,600.0000 5,600.00 1.000 5,600 222 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 2,500.0000 2,500.00 1.000 2,500 223 MODIFY TRAFFIC MONITORING STATION LS 20,500.0000 20,500.00 1.000 20,500 224 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 20,500.0000 20,500.00 1.000 20,500 225 COMMUNICATION SYSTEM (MODIFY) LS 174,000.0000 174,000.00 1.000 174,000 226 COMMUNICATION SYSTEM ROUTING (TEMPORARY) LS 56,000.0000 56,000.00 1.000 56,000 227 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 1.000 14,000 228 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 16,500.0000 16,500.00 1.000 16,500 229 MODIFY LIGHTING AND SIGN ILLUMINATION LS 256,000.0000 256,000.00 1.000 256,000 230 SYSTEM TESTING AND DOCUMENTATION LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 10 DATE 01/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 08:21 AM ESTIMATE NO. 49 BID OPENING 10/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/14 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 01/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,320.00 17,622,149.21 ADJUSTMENT OF COMPENSATION 0.00 1,910,165.53 EXTRA WORK 35,688.67 3,007,932.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,008.67 22,540,247.28 231 MOBILIZATION LS 1,595,000.0000 1,595,000.00 1.000 1,595,000 ORIGINAL CONTRACT AMOUNT 19,137,506.68 TOTAL WORK COMPLETED 39,008.67 24,135,247.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -31,383.00 TOTAL 29,008.67 24,103,864.28 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 12/07/09 850 02/22/10 02/01/10 12/11/14 742 248 0 0 98% 87% PROGRESS IS SATISFACTORY SAMY, RAGY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/14