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 07/25/11 EST. NO.12 TIME 08:54 AM 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 0049 199.95 E.W. @ F.A.(+) 030311 N 0109.0 0067 510.03 031611 N 0150.0 0069 854.33 042711 N 0158.0 0070 3,071.55 031711 N 0142.0 0071 1,342.47 042711 N 0159.0 0072 433.36 011811 N 0161.0 0073 225.52 030111 N 0162.0 0074 897.58 050511 N 0169.0 0075 229.70 040811 N 0172.0 0076 326.64 061011 N 0208.0 0077 174.01 060811 N 0209.0 0078 473.41 060911 N 0212.0 0079 15,576.00 042311 N 0213.0 0080 263.53 060211 N 0204.0 0081 306.02 060611 N 0205.0 0082 353.05 061511 N 0218.0 0083 133.51 061311 N 0219.0 0084 684.63 061411 N 0220.0 0085 222.26 061611 N 0221.0 0086 328.05 061611 N 0222.0 0087 222.26 061711 N 0224.0 0088 285.29 060711 N 0231.0 0089 236.05 062211 N 0238.0 0090 318.66 062411 N 0239.0 0091 202.89 062411 N 0240.0 0092 297.33 062411 N 0241.0 0093 671.41 061511 N 0245.0 002 0005 2,002.58 E.W. @ F.A.(+) 030911 N 0110.0 005 0007 600.00 E.W. @ F.A.(+) 060811 N 0207.0 0008 600.00 060811 N 0206.0 006 0049 3,922.61 E.W. @ F.A.(+) 050111 N 0164.0 0050 495.00 052411 N 0195.0 0051 65.25 052311 N 0196.0 0052 65.25 053111 N 0194.0 0053 3,922.61 060111 N 0227.0 0054 220.00 060311 N 0237.0 010 0015 205.27 E.W. @ F.A.(+) 040711 N 0147.0 0017 261.65 040811 N 0163.0 0018 78.42 051011 N 0173.0 0019 156.84 052311 N 0180.0 0020 415.74 052011 N 0181.0 0021 156.84 051611 N 0182.0 0022 156.84 053111 N 0202.0 0023 827.63 060711 N 0210.0 0024 237.42 060711 N 0211.0 0025 87.63 051311 N 0188.0 0026 279.62 060211 N 0203.0 0028 285.78 060611 N 0229.0 0029 243.83 112310 N 0189.0 019 0001 275.00 E.W. @ F.A.(+) 041911 N 0167.0 0002 695.63 042111 N 0168.0 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 07/25/11 EST. NO.12 TIME 08:54 AM 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 --------------------------------------------------------------------------- 0003 1,729.57 050911 N 0190.0 0004 1,002.98 050611 N 0183.0 021 0001 1,002.24 E.W. @ F.A.(+) 031011 N 0100.0 0002 1,925.00 032411 N 0114.0 0003 962.50 031611 N 0141.0 022 0002 2,243.03 E.W. @ F.A.(+) 032211 N 0134.0 0003 2,714.78 032211 N 0135.0 0004 2,168.65 032111 N 0136.0 0005 1,895.51 032111 N 0137.0 0006 2,118.76 051611 N 0187.0 023 0001 156.84 E.W. @ F.A.(+) 042611 N 0160.0 0002 1,920.35 040711 N 0174.0 024 0001 2,460.58 E.W. @ F.A.(+) 032911 N 0127.0 0003 1,864.92 032511 N 0132.0 0004 4,097.88 032411 N 0133.0 0005 904.21 041511 N 0152.0 0006 4,629.31 040611 N 0165.0 0008 2,144.94 042611 N 0191.0 0009 613.92 040511 N 0193.0 0010 1,294.89 050411 N 0192.0 82,947.79 TOTAL THIS ESTIMATE 310,802.70 TOTAL PREVIOUS ESTIMATE 393,750.49 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 07/25/11 EST. NO.12 TIME 08:54 AM 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 0.00 -53,472.56 TOTAL DEDUCTIONS 0.00 -53,472.56 PROGRAM CAS145 PAGE 1 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,430,000.00 21.000 73,500.00 233.000 815,500.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 21.0000 49,350.00 1,045.100 21,947.10 05 CONSTRUCTION SITE MANAGEMENT LS 137,000.0000 137,000.00 0.020 2,740.00 0.240 32,880.00 06 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.008 17.60 0.612 1,346.40 PREVENTION PLAN 07 TEMPORARY MULCH M2 1.1200 336,000.00 0.000 0.00 08 TEMPORARY FIBER ROLL M 8.0000 144,000.00 435.000 3,480.00 8,082.000 64,656.00 09 TEMPORARY SILT FENCE M 7.0000 53,200.00 31.000 217.00 3,956.000 27,692.00 10 TEMPORARY GRAVEL BAG BERM M 18.0000 55,800.00 362.000 6,516.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 70,000.00 2.000 14,000.00 14.000 98,000.00 12 TEMPORARY COVER M2 3.0000 39,000.00 2,836.000 8,508.00 13 TEMPORARY CHECK DAM M 15.0000 6,750.00 0.000 0.00 14 MOVE-IN/MOVE-OUT EA 1,200.0000 30,000.00 1.000 1,200.00 7.000 8,400.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 50,400.00 13.000 1,820.00 78.000 10,920.00 16 STREET SWEEPING LS 210,000.0000 210,000.00 0.020 4,200.00 0.240 50,400.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 106,000.0000 106,000.00 0.020 2,120.00 0.240 25,440.00 18 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.010 600.00 0.540 32,400.00 19 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 0.020 24,000.00 0.240 288,000.00 20 TYPE III BARRICADE EA 140.0000 6,440.00 46.000 6,440.00 21 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 10,400.00 116.000 4,640.00 22 TEMPORARY RAILING (TYPE K) M 30.0000 807,000.00 121.900 3,657.00 8,775.200 263,256.00 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 137.000 34,250.00 24 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,500.0000 150,000.00 12.000 90,000.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.4000 21,400.00 10,541.000 4,216.40 STRIPE (HAZARDOUS WASTE) 26 ABANDON PIPE M 29.0000 17,110.00 0.000 0.00 27 REMOVE WOOD FENCE M 32.0000 2,848.00 86.360 2,763.52 28 REMOVE CHAIN LINK FENCE M 10.0000 58,800.00 2,697.000 26,970.00 29 REMOVE MASONRY BLOCK WALL M2 52.0000 47,840.00 598.370 31,115.24 30 REMOVE METAL BEAM GUARD RAILING M 28.0000 55,720.00 1,171.580 32,804.24 31 REMOVE TRAFFIC STRIPE M 0.4000 29,600.00 24,719.000 9,887.60 32 REMOVE PAVEMENT MARKING M2 20.0000 13,600.00 27.770 555.40 33 REMOVE PAVEMENT MARKER EA 0.7500 33,375.00 11,755.000 8,816.25 34 REMOVE ROADSIDE SIGN EA 150.0000 12,750.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 0.000 0.00 36 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 3,500.00 0.000 0.00 37 REMOVE PIPE M 35.0000 153,650.00 19.000 665.00 185.400 6,489.00 38 REMOVE WROUGHT IRON FENCE M 40.0000 3,000.00 2.600 104.00 39 REMOVE INLET EA 950.0000 123,500.00 10.000 9,500.00 19.000 18,050.00 40 REMOVE HEADWALL EA 550.0000 3,850.00 3.000 1,650.00 41 REMOVE RETAINING WALL (PORTION) M 90.0000 124,200.00 726.930 65,423.70 42 REMOVE ASPHALT CONCRETE SURFACING M2 42.0000 13,146.00 0.000 0.00 43 MODIFY INLET EA 2,200.0000 13,200.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 212,400.00 0.000 0.00 45 REMOVE CONCRETE M3 175.0000 70,875.00 78.300 13,702.50 46 REMOVE CONCRETE CURB M 12.0000 90,360.00 383.000 4,596.00 1,531.680 18,380.16 47 REMOVE CONCRETE BARRIER M 25.0000 243,500.00 1,246.000 31,150.00 2,258.000 56,450.00 48 REMOVE CONCRETE BARRIER M 39.0000 5,967.00 0.000 0.00 (TYPE 50A MODIFIED) 49 CLEAN BRIDGE DECK M2 26.0000 8,138.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE SOUND WALL M 25.0000 92,000.00 505.500 12,637.50 3,670.500 91,762.50 51 ACCESS OPENING, SOFFIT EA 1,700.0000 22,100.00 0.000 0.00 52 CAP INLET EA 1,500.0000 9,000.00 0.000 0.00 53 BRIDGE REMOVAL LS 320,000.0000 320,000.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION A LS 150,000.0000 150,000.00 0.600 90,000.00 0.700 105,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION C LS 19,000.0000 19,000.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 0.500 17,500.00 58 BRIDGE REMOVAL (PORTION), LOCATION E LS 33,000.0000 33,000.00 1.000 33,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,000.0000 19,000.00 0.000 0.00 60 BRIDGE REMOVAL (PORTION), LOCATION G LS 9,000.0000 9,000.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION H LS 61,000.0000 61,000.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION I LS 16,000.0000 16,000.00 0.000 0.00 63 CLEARING AND GRUBBING LS 500,000.0000 500,000.00 0.850 425,000.00 64 ROADWAY EXCAVATION M3 25.0000 2,275,000.00 2,930.640 73,266.00 3,931.580 98,289.50 65 ROADWAY EXCAVATION (TYPE Z-3) M3 140.0000 194,600.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 66 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 248,900.00 88.890 1,688.91 629.790 11,966.01 (AERIALLY DEPOSITED LEAD) 67 ROADWAY EXCAVATION (TYPE Y-2) M3 23.0000 62,330.00 307.940 7,082.62 (AERIALLY DEPOSITED LEAD) 68 LEAD COMPLIANCE PLAN LS 44,000.0000 44,000.00 1.000 44,000.00 69 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 193,520.00 151.000 12,080.00 1,088.000 87,040.00 F) 70 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 907,850.00 4,510.000 225,500.00 F) 71 STRUCTURE EXCAVATION (TYPE Z-3) M3 350.0000 209,860.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 72 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 30.0000 132,042.00 3,016.960 90,508.80 F) 73 STRUCTURE EXCAVATION (TYPE Y-1) M3 35.0000 606,238.50 43.000 1,505.00 11,064.290 387,250.15 F) (AERIALLY DEPOSITED LEAD) 74 STRUCTURE EXCAVATION (TYPE Y-2) M3 45.0000 509,625.00 116.000 5,220.00 5,374.000 241,830.00 F) (AERIALLY DEPOSITED LEAD) 75 STRUCTURE EXCAVATION (TYPE Y-1) M3 35.0000 11,452.00 138.610 4,851.35 F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 76 STRUCTURE EXCAVATION (CULVERT-GSRD) M3 240.0000 4,032.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (TYPE Y-2) M3 35.0000 11,728.50 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 78 STRUCTURE EXCAVATION (TYPE Z-3) M3 200.0000 27,720.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 79 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 226,350.00 150.850 11,313.75 407.000 30,525.00 F) 80 STRUCTURE BACKFILL (CULVERT) M3 60.0000 21,600.00 0.000 0.00 F) 81 STRUCTURE BACKFILL (SLURRY CEMENT) M3 500.0000 10,500.00 0.000 0.00 F) 82 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,014,880.00 6,000.000 210,000.00 8,062.000 282,170.00 F) 83 PERVIOUS BACKFILL MATERIAL (RETAINING M3 90.0000 341,370.00 475.000 42,750.00 585.000 52,650.00 F) WALL) 84 STRUCTURE BACKFILL (AUSTIN VAULT) M3 100.0000 132,330.00 0.000 0.00 F) 85 STRUCTURE BACKFILL (CULVERT-GSRD) M3 900.0000 3,240.00 0.000 0.00 F) 86 SAND BACKFILL M3 158.0000 14,852.00 0.000 0.00 87 IMPORTED BORROW M3 1.0000 128,000.00 328.000 328.00 1,154.000 1,154.00 88 HIGHWAY PLANTING LS 205,000.0000 205,000.00 0.000 0.00 89 EROSION CONTROL (TYPE D) M2 1.0000 4,000.00 0.000 0.00 90 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.020 800.00 0.180 7,200.00 91 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 92 IRRIGATION SYSTEM LS 405,000.0000 405,000.00 0.000 0.00 93 NPS 2 SUPPLY LINE (BRIDGE) M 330.0000 23,760.00 0.000 0.00 F) 94 NPS 2.5 SUPPLY LINE (BRIDGE) M 345.0000 23,805.00 0.000 0.00 F) 95 NPS 4 SUPPLY LINE (BRIDGE) M 470.0000 19,270.00 0.000 0.00 F) 96 200 MM CORRUGATED HIGH DENSITY M 270.0000 17,820.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 97 250 MM CORRUGATED HIGH DENSITY M 280.0000 14,280.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 98 AGGREGATE BASE (APPROACH SLAB) M3 81.0000 3,726.00 0.000 0.00 99 CLASS 3 AGGREGATE BASE M3 41.0000 1,713,800.00 0.000 0.00 00 LEAN CONCRETE BASE M3 98.0000 2,695,000.00 0.000 0.00 01 LEAN CONCRETE BASE RAPID SETTING M3 280.0000 131,600.00 200.800 56,224.00 02 CRACK TREATMENT LNKM 5,000.0000 35,500.00 0.000 0.00 03 HOT MIX ASPHALT (TYPE B) TONN 89.0000 1,406,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.0000 429,000.00 0.000 0.00 05 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.0000 13,950.00 0.000 0.00 06 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 07 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 11.0000 4,840.00 0.000 0.00 08 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 11.0000 5,720.00 0.000 0.00 09 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 11.0000 11,440.00 0.000 0.00 10 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 11.0000 19,030.00 0.000 0.00 11 PLACE HOT MIX ASPHALT M2 90.0000 1,260.00 0.000 0.00 (MISCELLANEOUS AREA) 12 TACK COAT TONN 800.0000 4,320.00 0.000 0.00 13 CONCRETE PAVEMENT M3 178.0000 7,333,600.00 0.000 0.00 14 CONCRETE PAVEMENT (RAMP TERMINI) M3 225.0000 245,250.00 0.000 0.00 15 REPLACE CONCRETE PAVEMENT M3 480.0000 4,800,000.00 6,178.100 2,965,488.00 (RAPID STRENGTH CONCRETE) 16 CONCRETE PAVEMENT M3 500.0000 315,000.00 365.700 182,850.00 (RAPID STRENGTH CONCRETE) 17 SEAL PAVEMENT JOINT M 9.0000 415,800.00 0.000 0.00 18 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 836,650.00 0.000 0.00 19 DOWEL BAR (DRILL AND BOND) EA 14.0000 264,600.00 14,045.000 196,630.00 20 REPAIR SPALLED JOINTS M2 800.0000 784,000.00 469.200 375,360.00 21 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.0000 569,100.00 18,653.000 130,571.00 22 PREFORMED COMPRESSION JOINT SEALANT M 11.0000 302,500.00 2,917.000 32,087.00 23 GRIND EXISTING CONCRETE M2 3.5000 777,000.00 201,432.910 705,015.19 PAVEMENT 24 FURNISH STEEL PILING (HP 360 X 132) M 115.0000 215,510.00 537.300 61,789.50 25 DRIVE STEEL PILE (HP 360 X 132) EA 1,800.0000 207,000.00 34.000 61,200.00 26 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 112.0000 235,872.00 1,886.000 211,232.00 PILING 27 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 295.0000 176,705.00 13.500 3,982.50 356.000 105,020.00 PILING 28 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 71,500.00 0.000 0.00 PILING 29 2.7 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 535,000.00 57.870 289,350.00 PILING 30 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PERMANENT STEEL CASING M 910.0000 234,780.00 151.000 137,410.00 32 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 718,980.00 1,230.300 141,484.50 4,033.100 463,806.50 PILING (SOUND WALL) 33 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 330.0000 43,890.00 53.800 17,754.00 107.400 35,442.00 PILING (SOUND WALL) 34 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1100,000.0000 1,100,000.00 0.041 45,100.00 35 TIEDOWN ANCHOR EA 4,200.0000 138,600.00 20.000 84,000.00 36 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 342,000.00 75.000 30,000.00 416.000 166,400.00 F) 37 STRUCTURAL CONCRETE, BRIDGE M3 672.0000 11,714,976.00 361.000 242,592.00 3,470.000 2,331,840.00 F) 38 STRUCTURAL CONCRETE, RETAINING WALL M3 335.0000 5,891,980.00 1,315.170 440,581.95 5,651.000 1,893,085.00 F) 39 STRUCTURAL CONCRETE, BARRIER SLAB M3 615.0000 12,300.00 0.000 0.00 F) 40 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,100.0000 12,600.00 0.000 0.00 F) (TYPE EQ) 41 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 365,600.00 0.000 0.00 F) (TYPE N) 42 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 538,800.00 449.000 538,800.00 F) (TYPE R) 43 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 192,800.00 0.000 0.00 F) (TYPE N MODIFIED) 44 STRUCTURE CONCRETE, AUSTIN VAULT M3 540.0000 762,210.00 581.000 313,740.00 F) 45 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 104,715.00 0.000 0.00 F) 46 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 1,164,800.00 7.220 9,386.00 20.310 26,403.00 F) 47 MINOR CONCRETE (SOUND WALL) M3 1,500.0000 19,500.00 0.000 0.00 F) 48 PAVING NOTCH EXTENSION M3 1,300.0000 14,300.00 11.000 14,300.00 49 FRACTURED RIB TEXTURE M2 18.0000 329,238.00 1,216.000 21,888.00 3,576.000 64,368.00 F) 50 DRILL AND BOND DOWEL M 50.0000 60,500.00 18.000 900.00 18.000 900.00 51 CLEAN EXPANSION JOINT M 84.0000 4,620.00 0.000 0.00 52 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 0.000 0.00 GIRDER (10 M - 15 M) 53 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 65,000.00 0.000 0.00 GIRDER (20 M - 25 M) 54 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,500.0000 262,500.00 0.000 0.00 GIRDER (25 M - 30 M) 55 ERECT PRECAST PRESTRESSED CONCRETE EA 1,600.0000 44,800.00 0.000 0.00 GIRDER 56 JACKING SUPERSTRUCTURE LS 70,000.0000 70,000.00 0.000 0.00 57 CONCRETE CLOSURE WALL M2 350.0000 138,950.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 REFINISH BRIDGE DECK M2 140.0000 23,940.00 0.000 0.00 59 SOUND WALL (MASONRY BLOCK) M2 122.0000 2,597,587.40 0.000 0.00 F) 60 PTFE SPHERICAL BEARING EA 7,000.0000 140,000.00 3.000 21,000.00 61 MASONRY BLOCK WALL M2 75.0000 68,925.00 0.000 0.00 F) 62 JOINT SEAL (TYPE AL) M 150.0000 1,500.00 0.000 0.00 63 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,250.0000 155,250.00 0.000 0.00 64 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,750.0000 201,250.00 0.000 0.00 65 JOINT SEAL (MR 13 MM) M 150.0000 25,200.00 0.000 0.00 66 JOINT SEAL (MR 25 MM) M 200.0000 46,600.00 0.000 0.00 67 JOINT SEAL (MR 40 MM) M 300.0000 1,500.00 0.000 0.00 68 JOINT SEAL (MR 50 MM) M 300.0000 1,500.00 0.000 0.00 69 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 5,356,946.00 355,462.000 497,646.80 1,541,642.000 2,158,298.80 F) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 1,773,108.00 86,086.000 129,129.00 401,665.000 602,497.50 F) 71 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 57,645.00 0.000 0.00 F) 72 BAR REINFORCING STEEL (GSRD) KG 3.0000 2,571.00 0.000 0.00 F) 73 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.4000 269,243.80 101,013.000 141,418.20 F) 74 HEADED BAR REINFORCEMENT EA 24.0000 75,456.00 851.000 20,424.00 75 STAINLESS STEEL (GSRD) LINEAR KG 52.0000 25,740.00 0.000 0.00 F) 76 COLUMN CASING KG 13.0000 348,270.00 0.000 0.00 F) 77 FURNISH SIGN STRUCTURE (TRUSS) KG 7.6000 2,569,484.00 0.000 0.00 F) 78 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 185,949.50 0.000 0.00 F) 79 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 105,560.00 0.000 0.00 80 FURNISH LAMINATED PANEL SIGN M2 135.0000 2,025.00 0.000 0.00 (25.4 MM-TYPE A) 81 FURNISH LAMINATED PANEL SIGN M2 150.0000 1,200.00 0.000 0.00 (25.4 MM-TYPE B) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 88.0000 8,360.00 0.000 0.00 (2.0 MM-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 4,440.00 0.000 0.00 (1.6 MM-FRAMED) 84 1372 MM CAST-IN-DRILLED-HOLE M 2,100.0000 77,700.00 7.000 14,700.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 8 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 540,540.00 85.344 221,894.40 CONCRETE PILE (SIGN FOUNDATION) 86 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 0.000 0.00 87 ROADSIDE SIGN - TWO POST EA 1,000.0000 1,000.00 0.000 0.00 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 6,800.00 0.000 0.00 METHOD) 89 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,200.00 0.000 0.00 90 300 MM REINFORCED CONCRETE PIPE M 325.0000 3,575.00 0.000 0.00 91 450 MM REINFORCED CONCRETE PIPE M 200.0000 62,000.00 9.800 1,960.00 23.200 4,640.00 92 600 MM REINFORCED CONCRETE PIPE M 180.0000 610,200.00 89.500 16,110.00 171.900 30,942.00 93 675 MM REINFORCED CONCRETE PIPE M 400.0000 3,600.00 8.400 3,360.00 94 750 MM REINFORCED CONCRETE PIPE M 290.0000 46,400.00 0.000 0.00 95 825 MM REINFORCED CONCRETE PIPE M 400.0000 12,800.00 0.000 0.00 96 975 MM REINFORCED CONCRETE PIPE M 1,300.0000 2,860.00 0.000 0.00 97 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,900.0000 760,000.00 0.000 0.00 98 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,200.0000 61,600.00 0.000 0.00 (CLASS V) 99 600 MM BITUMINOUS COATED CORRUGATED M 225.0000 12,375.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 00 450 MM SLOTTED CORRUGATED STEEL PIPE M 375.0000 3,750.00 0.000 0.00 (2.01 MM THICK) 01 450 MM BITUMINOUS COATED SLOTTED M 200.0000 1,706,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 02 150 MM NON-PERFORATED PLASTIC PIPE M 52.0000 1,612.00 0.000 0.00 UNDERDRAIN 03 150 MM PERFORATED PLASTIC PIPE M 43.0000 21,070.00 0.000 0.00 UNDERDRAIN (AUSTIN VAULT) 04 150 MM NON-PERFORATED PLASTIC PIPE M 85.0000 9,350.00 0.000 0.00 UNDERDRAIN (AUSTIN VAULT) 05 150 MM PLASTIC PIPE M 150.0000 2,400.00 8.000 1,200.00 06 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 42.0000 24,360.00 0.000 0.00 07 PERMEABLE MATERIAL (AUSTIN VAULT) M3 60.0000 22,200.00 0.000 0.00 08 SAND BED (AUSTIN VAULT) M3 60.0000 23,400.00 0.000 0.00 09 450 MM BITUMINOUS COATED CORRUGATED M 1,200.0000 39,600.00 12.600 15,120.00 STEEL PIPE RISER (2.01 MM THICK) 10 WELDED STEEL PIPE CASING (BRIDGE) M 550.0000 25,300.00 0.000 0.00 11 300 MM CONCRETE FLARED END SECTION EA 1,050.0000 1,050.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 600 MM CONCRETE FLARED END SECTION EA 1,025.0000 5,125.00 0.000 0.00 13 600 MM AUTOMATIC DRAINAGE GATE EA 1,550.0000 1,550.00 0.000 0.00 14 600 MM PRECAST CONCRETE PIPE MANHOLE M 1,450.0000 8,265.00 0.000 0.00 15 ROCK SLOPE PROTECTION M3 180.0000 11,880.00 0.000 0.00 (FACING, METHOD B) 16 GABION M3 500.0000 22,500.00 0.000 0.00 17 MINOR CONCRETE (DITCH LINING) M3 520.0000 67,600.00 0.000 0.00 18 FILTER FABRIC (AUSTIN VAULT) M2 4.0000 3,920.00 0.000 0.00 19 ROCK SLOPE PROTECTION FABRIC M2 11.0000 1,980.00 0.000 0.00 20 MINOR CONCRETE (CURB AND SIDEWALK) M3 450.0000 270,000.00 0.000 0.00 21 MINOR CONCRETE (GUTTER) M3 450.0000 4,500.00 0.000 0.00 22 MINOR CONCRETE (TEXTURED PAVING) M2 55.0000 465,850.00 0.000 0.00 23 MISCELLANEOUS IRON AND STEEL KG 2.5000 249,405.00 0.000 0.00 F) 24 INLET FRAME AND GRATE EA 750.0000 6,000.00 0.000 0.00 F) 25 ISOLATION CASING KG 12.0000 205,980.00 9,125.000 109,500.00 F) 26 MISCELLANEOUS METAL KG 18.0000 142,848.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 27 MISCELLANEOUS METAL KG 14.0000 3,528.00 0.000 0.00 F) 28 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 4,740.00 790.000 4,740.00 F) 29 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 169,780.00 3,458.000 44,954.00 3,458.000 44,954.00 F) 30 MISCELLANEOUS METAL (AUSTIN VAULT) KG 99.0000 24,750.00 0.000 0.00 F) 31 MISCELLANEOUS METAL (GSRD) KG 15.0000 9,285.00 0.000 0.00 F) 32 WROUGHT IRON FENCE M 300.0000 22,500.00 0.000 0.00 33 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 149,600.00 0.000 0.00 34 WOOD FENCE M 200.0000 17,800.00 0.000 0.00 35 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 36,000.00 0.000 0.00 36 METAL BEAM GUARD RAILING M 84.0000 199,920.00 0.000 0.00 (2.1 M WOOD POST) 37 CHAIN LINK RAILING M 100.0000 47,820.00 0.000 0.00 F) 38 CABLE RAILING M 50.0000 40,805.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 TRANSITION RAILING (TYPE WB) EA 3,000.0000 90,000.00 0.000 0.00 40 END CAP (TYPE A) EA 200.0000 2,800.00 0.000 0.00 41 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 9,750.00 0.000 0.00 42 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 30,800.00 0.000 0.00 43 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 32,200.00 0.000 0.00 44 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 0.000 0.00 45 CRASH CUSHION (TYPE CAT) BACKUP EA 6,500.0000 13,000.00 0.000 0.00 46 CRASH CUSHION (REACT 9SCBS) EA 54,000.0000 108,000.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60) M 140.0000 6,020.00 0.000 0.00 48 END CAP (TYPE C) EA 500.0000 500.00 0.000 0.00 49 CONCRETE BARRIER (TYPE 60C) M 170.0000 32,300.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 60D) M 150.0000 223,500.00 0.000 0.00 51 CONCRETE BARRIER (TYPE 60G) M 190.0000 575,700.00 0.000 0.00 52 CONCRETE BARRIER (TYPE 60GC) M 390.0000 284,700.00 0.000 0.00 53 CONCRETE BARRIER (TYPE 60GE) M 450.0000 121,500.00 0.000 0.00 54 CONCRETE BARRIER (TYPE 60S) M 160.0000 144,000.00 0.000 0.00 55 CONCRETE BARRIER (TYPE 60S MODIFIED) M 825.0000 198,000.00 0.000 0.00 56 CONCRETE BARRIER (TYPE 60SC) M 800.0000 200,000.00 0.000 0.00 57 CONCRETE BARRIER (TYPE 60R MODIFIED) M 600.0000 13,200.00 0.000 0.00 F) 58 CONCRETE BARRIER (TYPE 732 MODIFIED) M 230.0000 90,390.00 0.000 0.00 F) 59 CONCRETE BARRIER (TYPE 60R) M 500.0000 195,000.00 0.000 0.00 60 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,150.0000 97,750.00 0.000 0.00 61 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 303,000.00 0.000 0.00 F) 62 CONCRETE BARRIER (TYPE 736A MODIFIED) M 215.0000 982,765.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 736SV) M 300.0000 639,000.00 0.000 0.00 F) 64 CONCRETE BARRIER (TYPE 742 MODIFIED) M 200.0000 200,200.00 0.000 0.00 F) 65 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 190.0000 81,130.00 0.000 0.00 F) PROGRAM CAS145 PAGE 11 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 188.0000 56,400.00 0.000 0.00 F) 67 CONCRETE BARRIER (TYPE 742A MODIFIED) M 201.0000 13,065.00 0.000 0.00 F) 68 CONCRETE BARRIER (TYPE 732A MODIFIED) M 190.0000 11,970.00 0.000 0.00 F) 69 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 27,650.00 0.000 0.00 70 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 74,700.00 0.000 0.00 71 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 11,886.00 0.000 0.00 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 4,525.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 40.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 51,900.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 640.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,510.00 0.000 0.00 (BROKEN 4.88-2.14 M) 77 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,600.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 78 200 MM TWO-COMPONENT PAINT M 11.0000 6,600.00 0.000 0.00 TRAFFIC STRIPE 79 PAINT TRAFFIC STRIPE M 0.4500 31,050.00 31,876.000 14,344.20 80 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 30,245.00 5,526.000 6,354.90 81 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 3,224.00 0.000 0.00 TYPE C) 82 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 25,766.00 1,815.000 4,719.00 TYPE G) 83 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 15,548.00 710.000 1,846.00 TYPE H) 84 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 85 SIGNAL AND LIGHTING LS 82,000.0000 82,000.00 0.000 0.00 (CITY STREET LOCATION 1) 86 SIGNAL AND LIGHTING LS 91,000.0000 91,000.00 0.000 0.00 (CITY STREET LOCATION 2) 87 LIGHTING (TEMPORARY) LS 165,000.0000 165,000.00 0.170 28,050.00 88 LIGHTING (CITY STREET) LS 267,000.0000 267,000.00 0.010 2,670.00 0.010 2,670.00 89 LIGHTING AND SIGN ILLUMINATION LS 1521,000.0000 1,521,000.00 0.010 15,210.00 0.040 60,840.00 90 BRIDGE LIGHTING LS 45,000.0000 45,000.00 0.025 1,125.00 0.050 2,250.00 91 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 74,290.00 0.000 0.00 F) 92 RELOCATE SPRINKLER CONTROL CONDUIT M 65.0000 2,665.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 6,000.0000 6,000.00 0.000 0.00 94 ELECTRIC SERVICE (IRRIGATION) LS 16,000.0000 16,000.00 0.000 0.00 95 TEMPORARY MICROWAVE VEHICLE DETECTION LS 60,000.0000 60,000.00 0.750 45,000.00 SYSTEM 96 MODIFY COMMUNICATION SYSTEM LS 1225,000.0000 1,225,000.00 0.017 20,825.00 0.047 57,575.00 97 TEMPORARY COMMUNICATION SYSTEM LS 20,000.0000 20,000.00 0.600 12,000.00 98 MODIFY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.000 0.00 99 GUARD POST EA 800.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 08:54 AM ESTIMATE NO. 12 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 07/20/11 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,277,250.51 22,305,521.63 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 82,947.79 393,750.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,360,198.30 22,699,272.12 00 MOBILIZATION LS 8450,000.0000 8,450,000.00 0.950 8,027,500.00 ORIGINAL CONTRACT AMOUNT 109,299,288.70 TOTAL WORK COMPLETED 2,360,198.30 30,726,772.12 MATERIALS ON HAND ON SITE 2,465,392.77 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -53,472.56 TOTAL 2,360,198.30 33,138,692.33 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 08/15/14 214 39 0 0 28% 17% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11