PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/19/12 EST. NO.33 TIME 02:40 PM 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 0201 268.72 E.W. @ F.A.(+) 022812 N 0646.0 0202 397.67 022412 N 0647.0 0203 468.99 022312 N 0648.0 0204 498.36 022112 N 0650.0 0205 461.24 020612 N 0651.0 0212 5,737.96 070512 N 0712.0 0213 988.94 070512 N 0728.0 002 0004 141.15 E.W. @ F.A.(+) 072810 N 0055.0 0019 668.09 032510 N 001 0 0020 996.61 032910 N 002 0 0021 875.06 062310 N 3 0 0022 707.11 062910 N 003 0 0023 345.92 071310 N 005 0 0024 3,971.51 111810 N 006 0 0025 2,870.84 013111 N 007 0 0026 3,396.86 020211 N 008 0 0027 642.09 022711 N 009 0 0028 851.48 032911 N 010 0 0029 955.74 071411 N 011 0 0030 3,481.76 071911 N 12 0 0032 2,849.39 101111 N 13 0 0033 1,971.77 101211 N 14 0 0034 2,810.52 111511 N 15 0 0035 603.68 011312 N 16 0 0036 645.50 011812 N 17 0 0037 2,949.43 011912 N 18 0 009 0041 1,023.26 E.W. @ F.A.(+) 031912 N 0640.0 0042 742.54 041012 N 0644.0 0043 398.56 030112 N 0645.0 0092 782.64 041812 N 0594.0 0093 450.54 072412 N 0856.0 012 0016 3,377.72 E.W. @ F.A.(+) 012412 N 0546.0 0018 1,768.06 041612 N 0641.0 0019 1,050.01 041012 N 0642.0 017 0063 539.77 E.W. @ F.A.(+) 071012 N 0860.0 019 0004 1,271.69 E.W. @ F.A.(+) 041712 N 1 0 0005 972.55 041812 N 2 0 0006 3,353.65 042412 N 3 0 0007 4,017.35 043012 N 4 0 0008 2,068.74 050212 N 5 0 0009 3,222.08 050412 N 6 0 0010 6,294.71 050712 N 7 0 0011 4,403.18 051512 N 8 0 0012 9,041.66 051612 N 9 0 0018 1,150.95 060112 N 15 0 023 0009 1,941.81 E.W. @ F.A.(+) 071211 N 0455.0 0069 118.74 041012 N 0643.0 0071 288.75 041012 N 0643.1 0104 448.96 062512 N 0730.0 0105 742.15 062812 N 0731.0 0106 191.70 070212 N 0732.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/19/12 EST. NO.33 TIME 02:40 PM 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 --------------------------------------------------------------------------- 0120 2,662.59 080812 N 0853.0 0122 605.69 081912 N 0855.0 0123 1,520.19 072612 N 0857.0 0124 877.76 072412 N 0858.0 0125 600.38 072712 N 0859.0 0126 776.95 071012 N 0861.0 0127 1,091.21 081312 N 0862.0 0128 124.17 080612 N 0851.1 98,477.10 TOTAL THIS ESTIMATE 2,606,618.83 TOTAL PREVIOUS ESTIMATE 2,705,095.93 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 09/19/12 EST. NO.33 TIME 02:40 PM 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 0.00 -21,383.00 LABOR COMPLIANCE VIOLATION MISS PYRLLS2011-2012 -10,000.00 32 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -31,383.00 PROGRAM CAS145 PAGE 1 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.500 7,500.00 0.750 11,250.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 591.000 591,000.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 2,485.00 288.100 10,083.50 005 CONSTRUCTION SITE MANAGEMENT LS 120,000.0000 120,000.00 1.000 120,000.00 006 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 12.0000 10,080.00 1,285.300 15,423.60 008 TEMPORARY SILT FENCE M 14.0000 11,760.00 1,317.600 18,446.40 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 11,100.00 3.000 11,100.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 50,000.00 5.000 50,000.00 011 TEMPORARY COVER M2 12.0000 3,000.00 250.000 3,000.00 012 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 6.000 3,000.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 8,750.00 52.000 9,100.00 014 TEMPORARY HYDRAULIC MULCH M2 1.0000 17,500.00 0.000 0.00 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 135,000.0000 135,000.00 1.000 135,000.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 18,000.0000 18,000.00 1.000 18,000.00 017 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.850 22,950.00 018 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 1.000 375,000.00 019 TYPE III BARRICADE EA 105.0000 6,090.00 58.000 6,090.00 020 CHANNELIZER (SURFACE MOUNTED) EA 15.0000 5,400.00 270.000 4,050.00 021 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,200.0000 4,200.00 1.000 4,200.00 022 TEMPORARY RAILING (TYPE K) M 44.0000 315,480.00 74.380 3,272.72 7,170.000 315,480.00 PROGRAM CAS145 PAGE 2 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 230.0000 73,600.00 22.000 5,060.00 300.000 69,000.00 024 ABANDON DECK DRAIN EA 500.0000 3,500.00 7.000 3,500.00 025 ABANDON PIPELINE M 67.0000 3,015.00 44.200 2,961.40 026 REMOVE CHAIN LINK FENCE M 12.0000 3,240.00 153.350 1,840.20 027 REMOVE FENCE (IRON FENCE) M 52.0000 1,300.00 25.000 1,300.00 028 REMOVE METAL BEAM GUARD RAILING M 33.0000 30,690.00 988.400 32,617.20 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6000 6,928.00 2,307.000 3,691.20 STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 29,280.00 10,904.000 17,446.40 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 14,512.00 7,135.000 11,416.00 032 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 4,200.00 47.100 942.00 033 REMOVE PAVEMENT MARKER EA 1.0000 7,000.00 5,638.000 5,638.00 034 REMOVE ROADSIDE SIGN EA 300.0000 13,200.00 44.000 13,200.00 035 REMOVE SIGN STRUCTURE EA 5,500.0000 60,500.00 10.000 55,000.00 036 REMOVE SIGN PANEL EA 1,000.0000 2,000.00 1.000 1,000.00 037 REMOVE ASPHALT CONCRETE DIKE M 17.0000 5,440.00 316.000 5,372.00 038 REMOVE PIPE M 130.0000 7,020.00 73.480 9,552.40 039 REMOVE INLET EA 570.0000 6,270.00 16.000 9,120.00 040 REMOVE HEADWALL EA 980.0000 980.00 1.000 980.00 041 REMOVE RETAINING WALL M 500.0000 95,000.00 190.000 95,000.00 042 REMOVE RETAINING WALL (PORTION) M 200.0000 6,000.00 30.000 6,000.00 043 REMOVE MASONRY WALL M 255.0000 6,885.00 27.000 6,885.00 044 REMOVE CONCRETE PAVEMENT M3 225.0000 42,750.00 303.270 68,235.75 045 RELOCATE SIGN STRUCTURE EA 20,300.0000 40,600.00 0.000 0.00 046 MODIFY SIGN STRUCTURE (INSTALL MOUNTED EA 4,350.0000 26,100.00 4.000 17,400.00 BEAM) 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 26,640.00 1,676.000 20,112.00 048 REMOVE CONCRETE SIDEWALK, DRIVEWAY AND M2 23.0000 2,185.00 234.170 5,385.91 CURB RAMP 049 REMOVE CONCRETE CURB M 6.0000 24,000.00 3,754.000 22,524.00 PROGRAM CAS145 PAGE 3 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 30.0000 4,200.00 202.000 6,060.00 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 20.0000 7,460.00 373.000 7,460.00 052 REMOVE CONCRETE (MISCELLANEOUS) M3 195.0000 4,485.00 23.000 4,485.00 053 PLUG PIPE EA 630.0000 1,260.00 3.000 1,890.00 054 CAP INLET EA 770.0000 10,780.00 11.000 8,470.00 055 REMOVE CRASH CUSHION EA 275.0000 825.00 2.000 550.00 056 BRIDGE REMOVAL LS 110,200.0000 110,200.00 1.000 110,200.00 057 BRIDGE REMOVAL (PORTION), LOCATION A LS 96,500.0000 96,500.00 1.000 96,500.00 058 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,500.0000 40,500.00 1.000 40,500.00 059 BRIDGE REMOVAL (PORTION), LOCATION C LS 84,000.0000 84,000.00 1.000 84,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,000.0000 53,000.00 1.000 53,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION E LS 32,000.0000 32,000.00 1.000 32,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION F LS 12,000.0000 12,000.00 1.000 12,000.00 063 CLEARING AND GRUBBING LS 26,600.0000 26,600.00 1.000 26,600.00 064 ROADWAY EXCAVATION M3 51.0000 441,660.00 9,840.710 501,876.21 065 ROADWAY EXCAVATION (TYPE Z-3) M3 180.0000 282,600.00 1,570.000 282,600.00 (AERIALLY DEPOSITED LEAD) 066 ROADWAY EXCAVATION (TYPE Y-1) M3 43.0000 183,610.00 4,270.000 183,610.00 (AERIALLY DEPOSITED LEAD) 067 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 068 STRUCTURE EXCAVATION (BRIDGE) M3 65.0000 135,395.00 2,083.000 135,395.00 (F) 069 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 565,884.00 17,148.000 565,884.00 (F) 070 STRUCTURE BACKFILL (BRIDGE) M3 43.0000 72,197.00 1,691.650 72,740.95 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 577,225.00 10,495.000 577,225.00 (F) 072 PERVIOUS BACKFILL MATERIAL M3 120.0000 19,080.00 159.000 19,080.00 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 120.0000 45,600.00 380.000 45,600.00 (F) WALL) 074 SAND BACKFILL M3 135.0000 1,080.00 7.030 949.05 075 LEAN CONCRETE BACKFILL M3 180.0000 43,740.00 243.000 43,740.00 (F) 076 HIGHWAY PLANTING LS 57,250.0000 57,250.00 0.050 2,862.50 PROGRAM CAS145 PAGE 4 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK BLANKET M2 70.0000 168,700.00 697.000 48,790.00 078 TRANSPLANT PALM TREE EA 2,725.0000 73,575.00 5.000 13,625.00 079 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 080 IRRIGATION SYSTEM LS 71,200.0000 71,200.00 0.550 39,160.00 081 NPS 3 SUPPLY LINE (BRIDGE) M 325.0000 24,050.00 74.000 24,050.00 (F) 082 IRRIGATION SLEEVE M 160.0000 20,800.00 9.700 1,552.00 083 150 MM WELDED STEEL PIPE CONDUIT M 215.0000 12,255.00 57.000 12,255.00 (6.35 MM THICK) 084 200 MM WELDED STEEL PIPE CONDUIT M 1,200.0000 12,000.00 0.000 0.00 (6.35 MM THICK) 085 EXTEND 250 MM CONDUIT M 650.0000 3,900.00 0.000 0.00 086 CLASS 2 AGGREGATE BASE M3 42.0000 80,220.00 2,035.890 85,507.38 087 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,250.00 5.000 1,250.00 088 CLASS 3 AGGREGATE BASE M3 62.0000 151,280.00 3,059.530 189,690.86 089 LEAN CONCRETE BASE M3 152.0000 302,480.00 2,139.520 325,207.04 090 SEAL RANDOM CRACKS LNKM 6,000.0000 3,000.00 0.500 3,000.00 0.500 3,000.00 091 HOT MIX ASPHALT (TYPE B) TONN 112.0000 129,920.00 1,324.510 148,345.12 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 68.0000 11,560.00 147.940 10,059.92 093 DATA CORE LS 1,825.0000 1,825.00 1.000 1,825.00 094 PLACE HOT MIX ASPHALT DIKE M 7.0000 4,900.00 611.300 4,279.10 095 PLACE HOT MIX ASPHALT M2 35.0000 630.00 68.190 2,386.65 (MISCELLANEOUS AREA) 096 TACK COAT TONN 385.0000 847.00 2.200 847.00 097 CONCRETE PAVEMENT M3 215.0000 642,850.00 3,121.720 671,169.80 098 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 42,500.00 183.280 45,820.00 099 SEAL PAVEMENT JOINT M 3.0000 10,860.00 3,040.800 9,122.40 100 SEAL LONGITUDINAL ISOLATION JOINT M 19.0000 75,050.00 2,259.200 42,924.80 101 TIE BAR (DRILL AND BOND) EA 13.0000 60,970.00 0.000 0.00 102 GRIND EXISTING CONCRETE M2 12.0000 22,320.00 600.000 7,200.00 PAVEMENT 103 ISOLATION CASING (STEEL PIPE) KG 4.3500 310,537.80 71,388.000 310,537.80 PROGRAM CAS145 PAGE 5 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 2.0 M PERMANENT STEEL CASTING M 2,000.0000 138,000.00 69.000 138,000.00 105 600 MM PERMANENT STEEL CASING M 560.0000 68,320.00 122.000 68,320.00 (F) 106 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 84,250.00 337.000 84,250.00 PILING 107 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,260.0000 260,820.00 207.000 260,820.00 PILING 108 2.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 103,500.00 69.000 103,500.00 PILING 109 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 58,800.00 490.000 58,800.00 PILING (SOUND WALL) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 (F) 111 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 280.0000 91,000.00 325.000 91,000.00 (F) 112 STRUCTURAL CONCRETE, BRIDGE M3 925.0000 1,928,625.00 2,035.000 1,882,375.00 (F) 113 STRUCTURAL CONCRETE DECK OVERLAY M3 1,450.0000 11,600.00 8.000 11,600.00 (F) 114 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 1,491,360.00 3,107.000 1,491,360.00 (F) 115 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 45,600.00 24.000 45,600.00 (F) (TYPE EQ) 116 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 72,800.00 91.000 72,800.00 (F) (TYPE N) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 35,100.00 39.000 35,100.00 (F) (TYPE R) 118 MINOR CONCRETE (MINOR STRUCTURE) M3 1,385.0000 180,050.00 11.500 15,927.50 106.710 147,793.35 (F) 119 ARCHITECTURAL FEATURES (RETAINING WALL) M2 70.0000 103,880.00 1,484.000 103,880.00 (F) 120 FRACTURED RIB TEXTURE (MODIFIED) M2 20.0000 17,700.00 885.000 17,700.00 121 DRILL AND BOND DOWEL M 35.0000 25,410.00 726.000 25,410.00 122 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 250.0000 5,500.00 22.000 5,500.00 123 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,775.0000 45,550.00 2.000 45,550.00 GIRDER (15 M - 20 M) 124 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 140,000.00 4.000 140,000.00 GIRDER (35 M - 40 M) 125 ERECT PRECAST PRESTRESSED CONCRETE EA 7,000.0000 42,000.00 6.000 42,000.00 GIRDER 126 REFINISH BRIDGE DECK M2 180.0000 63,180.00 351.000 63,180.00 127 FURNISH POLYESTER CONCRETE OVERLAY M3 2,635.0000 50,065.00 11.000 28,985.00 128 PLACE POLYESTER CONCRETE OVERLAY M2 93.0000 33,387.00 300.000 27,900.00 129 SOUND WALL (MASONRY BLOCK) M2 139.0000 158,738.00 1,138.300 158,223.70 130 JOINT SEAL (MR 13MM) M 135.0000 8,505.00 62.000 8,370.00 PROGRAM CAS145 PAGE 6 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 50 MM) M 300.0000 8,100.00 27.000 8,100.00 132 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 806,773.00 366,714.993 806,772.98 (F) 133 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5600 395,246.28 253,363.000 395,246.28 (F) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 17.0000 16,643.00 0.000 0.00 (F) WITH WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,937.00 0.000 0.00 (F) WITH WALKWAY) 136 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 36,270.00 0.000 0.00 (F) 137 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 6,045.00 0.000 0.00 (F) 138 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5600 478,959.60 21,265.380 96,970.13 (F) 139 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 42,014.00 21,265.380 8,506.15 (F) 140 MODIFY SIGN STRUCTURE (INSTALL MOUNTING EA 4,250.0000 25,500.00 4.000 17,000.00 BEAM) 141 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 28,800.00 110.352 9,931.68 142 FURNISH LAMINATED PANEL SIGN M2 195.0000 4,290.00 0.000 0.00 (25.4 MM-TYPE B) 143 FURNISH LAMINATED PANEL SIGN M2 230.0000 2,990.00 0.000 0.00 (63.5 MM-TYPE B) 144 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 1,440.00 0.000 0.00 (1.6 MM-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 114.0000 1,710.00 0.000 0.00 (2.0 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 143.0000 3,718.00 0.000 0.00 (1.6 MM-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 5,000.00 0.000 0.00 (2.0 MM-FRAMED) 148 920 MM CAST-IN-DRILLED-HOLE M 2,600.0000 49,400.00 8.260 21,476.00 CONCRETE PILE (SIGN FOUNDATION) 149 1524 MM CAST-IN-DRILLED-HOLE M 3,300.0000 161,700.00 13.370 44,121.00 CONCRETE PILE (SIGN FOUNDATION) 150 METAL (BARRIER MOUNTED SIGN) KG 30.0000 6,600.00 0.000 0.00 151 METAL (SOUND WALL MOUNTED SIGN) KG 30.0000 9,000.00 0.000 0.00 152 ROADSIDE SIGN - ONE POST EA 350.0000 10,150.00 5.000 1,750.00 5.000 1,750.00 153 ROADSIDE SIGN - TWO POST EA 1,000.0000 12,000.00 4.000 4,000.00 4.000 4,000.00 154 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 660.00 0.000 0.00 METHOD) 155 INSTALL SIGN OVERLAY M2 220.0000 242.00 1.810 398.20 156 INSTALL SIGN PANEL ON EXISTING FRAME M2 108.0000 2,592.00 0.000 0.00 157 INSTALL PANEL ON SOUND WALL EA 1,250.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 375 MM REINFORCED CONCRETE PIPE M 320.0000 4,160.00 0.000 0.00 159 450 MM REINFORCED CONCRETE PIPE M 155.0000 103,850.00 724.440 112,288.20 160 600 MM REINFORCED CONCRETE PIPE M 190.0000 57,000.00 294.860 56,023.40 161 450 MM SLOTTED CORRUGATED STEEL PIPE M 305.0000 189,100.00 42.700 13,023.50 580.000 176,900.00 (2.01 MM THICK) 162 80 MM PLASTIC PIPE (EDGE DRAIN) M 30.0000 2,820.00 93.000 2,790.00 163 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 250.0000 3,000.00 12.000 3,000.00 164 WELDED STEEL PIPE CASING (BRIDGE) M 450.0000 4,050.00 9.000 4,050.00 165 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,400.0000 1,540.00 1.070 1,498.00 166 900 MM PRECAST CONCRETE PIPE RISER M 1,250.0000 1,625.00 1.260 1,575.00 1.260 1,575.00 167 MINOR CONCRETE (GUTTER) M 115.0000 6,325.00 66.400 7,636.00 66.400 7,636.00 168 MINOR CONCRETE CURB M 48.0000 68,208.00 456.590 21,916.32 1,000.100 48,004.80 169 MINOR CONCRETE (COLORED) M2 49.0000 57,820.00 491.200 24,068.80 170 MINOR CONCRETE (SIDEWALK, CURB RAMP, M3 250.0000 18,250.00 23.090 5,772.50 52.090 13,022.50 CROSS GUTTER, CURB & GUTTER, MISC AREA) 171 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,176.00 15,692.000 62,768.00 (F) 172 MISCELLANEOUS METAL KG 16.0000 21,328.00 1,333.000 21,328.00 (F) (RESTRAINER - CABLE TYPE) 173 MISCELLANEOUS METAL (BRIDGE) KG 48.0000 7,200.00 150.000 7,200.00 (F) 174 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 65,196.00 3,622.000 65,196.00 (F) 175 CHAIN LINK FENCE (TYPE CL-1.8) M 59.0000 17,110.00 0.000 0.00 176 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 1,500.00 0.000 0.00 177 DELINEATOR (CLASS 1) EA 35.0000 2,310.00 0.000 0.00 178 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 33,620.00 118.500 9,717.00 179 CONCRETE BARRIER (TYPE K) M 66.0000 10,560.00 0.000 0.00 180 CABLE RAILING M 60.0000 540.00 0.000 0.00 181 CABLE RAILING (MODIFIED) M 75.0000 525.00 0.000 0.00 182 TRANSITION RAILING (TYPE WB) EA 3,000.0000 15,000.00 3.000 9,000.00 183 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 1.000 600.00 184 END CAP (TYPE A) EA 400.0000 800.00 1.000 400.00 PROGRAM CAS145 PAGE 8 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 3,100.00 1.000 3,100.00 186 CRASH CUSHION, SAND FILLED EA 300.0000 6,600.00 0.000 0.00 187 CRASH CUSHION (TYPE CAT) EA 6,100.0000 6,100.00 0.000 0.00 188 CRASH CUSHION (TYPE CAT) BACKUP EA 6,500.0000 6,500.00 0.000 0.00 189 CRASH CUSHION (REACT 9CBB) EA 49,000.0000 98,000.00 1.000 49,000.00 190 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 120,000.00 3.000 120,000.00 191 CONCRETE BARRIER (TYPE 60D MODIFIED) M 172.0000 3,440.00 20.000 3,440.00 192 CONCRETE BARRIER (TYPE 60 MODIFIED) M 172.0000 3,096.00 17.500 3,010.00 193 CONCRETE BARRIER (TYPE 60) M 130.0000 1,560.00 11.500 1,495.00 194 CONCRETE BARRIER (TYPE 60C) M 415.0000 74,700.00 146.200 60,673.00 195 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 180.0000 1,440.00 8.000 1,440.00 (F) 196 CONCRETE BARRIER (TYPE 60C MODIFIED) M 215.0000 21,715.00 84.400 18,146.00 197 CONCRETE BARRIER (TYPE 736 MODIFIED) M 263.0000 192,253.00 731.000 192,253.00 (F) 198 CONCRETE BARRIER (TYPE 736A MODIFIED) M 265.0000 213,855.00 807.000 213,855.00 (F) 199 CONCRETE BARRIER (TYPE 736B) M 263.0000 55,230.00 123.100 32,375.30 200 CONCRETE BARRIER (TYPE 736B MODIFIED) M 255.0000 30,600.00 5.810 1,481.55 201 CONCRETE BARRIER (TYPE 736SV) M 670.0000 80,400.00 120.000 80,400.00 202 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 14,850.00 0.000 0.00 203 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 9,570.00 0.000 0.00 204 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.7000 5,365.00 0.000 0.00 205 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 690.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 206 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,540.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 207 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 54.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 208 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 13,800.00 37,027.500 18,513.75 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 6,090.00 4,562.000 4,562.00 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,380.00 2,537.000 5,074.00 211 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,740.0000 10,740.00 0.100 1,074.00 1.000 10,740.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING (TEMPORARY) (CITY LS 5,625.0000 5,625.00 1.000 5,625.00 STREET LOCATION 1) 213 SIGNAL AND LIGHTING (TEMPORARY) (CITY LS 26,590.0000 26,590.00 1.000 26,590.00 STREET LOCATION 2) 214 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 45,000.0000 45,000.00 0.050 2,250.00 0.950 42,750.00 LOCATION 1) 215 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 57,000.0000 57,000.00 0.950 54,150.00 LOCATION 2) 216 MODIFY SIGNAL AND LIGHTING (CITY STREET LS 15,350.0000 15,350.00 0.950 14,582.50 LOCATION 3) 217 LIGHTING (TEMPORARY) LS 35,800.0000 35,800.00 1.000 35,800.00 218 MODIFY LIGHTING (CITY STREET) LS 57,000.0000 57,000.00 0.950 54,150.00 219 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 61,500.0000 61,500.00 0.050 3,075.00 0.750 46,125.00 220 CHANGEABLE MESSAGE SIGN NO.10 (TEMPORARY LS 2,600.0000 2,600.00 0.100 260.00 1.000 2,600.00 CUT OVER) 221 MODIFY COMMUNICATION ROUTING (CITY) LS 5,600.0000 5,600.00 0.500 2,800.00 1.000 5,600.00 222 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 2,500.0000 2,500.00 1.000 2,500.00 223 MODIFY TRAFFIC MONITORING STATION LS 20,500.0000 20,500.00 0.850 17,425.00 224 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 20,500.0000 20,500.00 0.950 19,475.00 225 COMMUNICATION SYSTEM (MODIFY) LS 174,000.0000 174,000.00 0.900 156,600.00 226 COMMUNICATION SYSTEM ROUTING (TEMPORARY) LS 56,000.0000 56,000.00 1.000 56,000.00 227 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 14,000.0000 14,000.00 0.150 2,100.00 0.900 12,600.00 228 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 16,500.0000 16,500.00 0.150 2,475.00 0.900 14,850.00 229 MODIFY LIGHTING AND SIGN ILLUMINATION LS 256,000.0000 256,000.00 0.850 217,600.00 230 SYSTEM TESTING AND DOCUMENTATION LS 20,000.0000 20,000.00 0.500 10,000.00 0.500 10,000.00 PROGRAM CAS145 PAGE 10 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2411U4 TIME 02:40 PM ESTIMATE NO. 33 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 09/20/12 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 114,467.54 15,980,611.81 ADJUSTMENT OF COMPENSATION 0.00 537,345.08 EXTRA WORK 98,477.10 2,167,750.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 212,944.64 18,685,707.74 231 MOBILIZATION LS 595,000.0000 1,595,000.00 1.000 1,595,000.00 ORIGINAL CONTRACT AMOUNT 19,137,506.68 TOTAL WORK COMPLETED 212,944.64 20,280,707.74 MATERIALS ON HAND ON SITE 299,105.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -31,383.00 TOTAL 212,944.64 20,548,430.27 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 10/25/13 469 194 0 0 90% 78% PROGRESS IS SATISFACTORY SAMY, RAGY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/12