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 02/25/14 EST. NO.44 TIME 01:50 PM R.E. NAME: EID, EMILE 07-1219U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0375 2,030.33 E.W. @ F.A.(+) 091013 N 1310.1 0376 571.60 123113 N 1460.0 0377 584.21 012114 N 1468.0 0378 458.12 010914 N 1467.1 002 0048 1,329.75 E.W. @ F.A.(+) 100113 N 1429.0 003 0002 2,505.25 E.W. @ F.A.(+) 041412 N 1455.0 006 0179-1 -6,820.00 E.W. @ F.A.(+) 050913 N 1200.0 DAO CORRECTING ENTRY 0181-1 -371.25 050913 N 1202.0 DAO CORRECTING ENTRY 0205 215.99 112313 N 1434.0 0206 495.00 122313 N 1443.0 0207 495.00 012414 N 1444.0 0208 530.20 100713 N 1445.0 0209 530.20 110413 N 1446.0 0210 165.00 111813 N 1447.0 0211 530.20 123113 N 1448.0 0212 530.20 120213 N 1449.0 0213 1,100.15 111513 N 1450.0 0214 1,542.96 121713 N 1451.0 0215 3,858.36 122113 N 1452.0 0216 456.37 070113 N 1453.0 0217 3,858.36 112113 N 1458.0 0218 2,185.70 101713 N 1459.0 0219 1,523.64 012114 N 1473.0 009 0347 177.24 E.W. @ F.A.(+) 020714 N 1476.0 010 0139 499.59 E.W. @ F.A.(+) 010614 N 1463.0 0139-1 -499.59 010614 N 1463.0 DAO CORRECTING ENTRY 0140 249.80 021314 N 1474.0 0141 736.40 021014 N 1475.0 0142 908.03 020714 N 1477.0 0143 957.88 020614 N 1478.0 0144 638.59 020514 N 1480.0 019 0027-1 -701.59 E.W. @ F.A.(+) 101112 N 0900.0 DAO CORRECTING ENTRY 0028-1 -3,440.79 111512 N 0924.0 DAO CORRECTING ENTRY 0032-1 -3,348.61 111412 N 0921.0 DAO CORRECTING ENTRY 0036-1 -1,165.94 111912 N 1017.0 DAO CORRECTING ENTRY 0037-1 -966.99 042413 N 1109.0 DAO CORRECTING ENTRY 0042 3,033.34 042613 N 1398.0 0043 3,233.68 050313 N 1399.0 0044-1 -1,155.92 091113 N 1338.0 DAO CORRECTING ENTRY 023 0068 1,945.90 E.W. @ F.A.(+) 063013 N 1441.0 0069 986.96 012814 N 1472.0 0070 798.21 020514 N 1479.0 030 0111 1,805.42 E.W. @ F.A.(+) 082813 N 1352.0 0112 2,259.03 092413 N 1359.0 0113 1,963.72 093013 N 1360.0 0115 1,516.48 102513 N 1386.0 0116 2,917.58 102913 N 1387.0 0117 2,257.02 111213 N 1414.0 0118 1,417.95 111513 N 1415.0 0119 139.79 112713 N 1418.0 0120 96.82 091813 N 1347.1 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 02/25/14 EST. NO.44 TIME 01:50 PM R.E. NAME: EID, EMILE 07-1219U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0121 2,403.60 102813 N 1454.0 0122 1,998.38 120613 N 1456.0 0123 2,578.80 123113 N 1461.0 0124 2,977.56 010214 N 1462.0 0125 3,932.59 010714 N 1464.0 0126 106.15 012214 N 1469.0 0127 999.19 012414 N 1470.0 0128 2,554.33 020414 N 1481.0 035 0020 708.98 E.W. @ F.A.(+) 120413 N 1423.0 0021 784.69 120913 N 1442.0 075 0005 1,423.54 E.W. @ F.A.(+) 120913 N 1457.0 0006 593.15 121013 N 1465.0 0007 711.76 121113 N 1466.0 078 0014 2,066.27 E.W. @ F.A.(+) 120613 N 1435.0 0015 110.46 080613 N 1252.1 0016 213.54 080713 N 1253.1 0017 834.80 080913 N 1255.1 0018 104.12 081213 N 1263.1 0019 142.41 081513 N 1269.1 080 0012 701.59 A.C. @ F.A.(+) 101112 N 0900.1 0013 3,348.62 111412 N 0921.1 0014 3,440.79 111512 N 0924.1 0016 1,165.94 111912 N 1017.1 0017 966.99 042413 N 1109.1 083 0001 125.36 E.W. @ F.A.(+) 120313 N 1424.0 0002 1,500.61 102413 N 1436.1 0003 1,900.13 102313 N 1437.1 0004 3,947.27 100113 N 1439.1 0005 1,155.92 091113 N 1338.1 0006 1,500.61 091213 N 1339.1 0007 2,398.96 091513 N 1340.1 0008 4,692.64 091613 N 1341.1 0009 3,187.87 091713 N 1342.1 0010 1,758.12 091813 N 1343.1 0011 2,482.23 091913 N 1344.1 0012 2,190.19 092313 N 1380.1 0013 2,171.20 092513 N 1381.1 0014 2,442.69 092613 N 1382.1 0015 1,717.48 012414 N 1471.0 085 0001 3,585.42 E.W. @ F.A.(+) 111313 N 1430.0 0002 5,584.83 111413 N 1431.0 0003 2,223.42 111513 N 1432.0 0004 2,377.27 111813 N 1433.0 117,375.81 TOTAL THIS ESTIMATE 4,243,298.92 TOTAL PREVIOUS ESTIMATE 4,360,674.73 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 02/25/14 EST. NO.44 TIME 01:50 PM R.E. NAME: EID, EMILE 07-1219U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANOMALITIES@BENT8 -7,941.88 04 ANOMALIES-BENTS 3&4 -9,071.72 05 CLOSURE-LATE OPENING -21,000.00 05 ANOMALIES @ BENT 5 -8,399.32 06 ANOMALITY @ BENTS -7,059.64 07 REPAIR PILE 6 -4,370.28 08 REPAIR PILE6-REVERSL 4,370.28 10 STRENGTH TEST FAIL -5,659.20 20 DEFICIENT CONC JPCP -20,966.28 30 CIDH PILE BENT 5R -522.17 40 0.00 -80,620.21 TOTAL DEDUCTIONS 0.00 -80,620.21 PROGRAM CAS145 PAGE 1 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.500 10,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,430,000.00 20.000 70,000.00 817.000 2,859,500 004 TEMPORARY FENCE (TYPE CL-1.8) M 21.0000 49,350.00 2,566.000 53,886 005 CONSTRUCTION SITE MANAGEMENT LS 137,000.0000 137,000.00 0.020 2,740.00 0.850 116,450 006 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.020 44.00 0.860 1,892 PREVENTION PLAN 007 TEMPORARY MULCH M2 1.1200 336,000.00 0.000 0 008 TEMPORARY FIBER ROLL M 8.0000 144,000.00 53.000 424.00 34,934.000 279,472 009 TEMPORARY SILT FENCE M 7.0000 53,200.00 33.000 231.00 8,833.000 61,831 010 TEMPORARY GRAVEL BAG BERM M 18.0000 55,800.00 1,276.000 22,968 011 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 70,000.00 20.000 140,000 012 TEMPORARY COVER M2 3.0000 39,000.00 13,242.000 39,726 013 TEMPORARY CHECK DAM M 15.0000 6,750.00 36.000 540 014 MOVE-IN/MOVE-OUT EA 1,200.0000 30,000.00 23.000 27,600 (TEMPORARY EROSION CONTROL) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 50,400.00 262.000 36,680 016 STREET SWEEPING LS 210,000.0000 210,000.00 0.020 4,200.00 0.850 178,500 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 106,000.0000 106,000.00 0.020 2,120.00 0.850 90,100 018 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.930 55,800 019 TRAFFIC CONTROL SYSTEM LS 1,200,000.0000 1,200,000.00 0.020 24,000.00 0.860 1,032,000 020 TYPE III BARRICADE EA 140.0000 6,440.00 46.000 6,440 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 10,400.00 187.000 7,480 022 TEMPORARY RAILING (TYPE K) M 30.0000 807,000.00 24,983.100 749,493 PROGRAM CAS145 PAGE 2 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 337.000 84,250 024 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,500.0000 150,000.00 21.000 157,500 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.4000 21,400.00 17,856.800 7,142 STRIPE (HAZARDOUS WASTE) 026 ABANDON PIPE M 29.0000 17,110.00 103.000 2,987 027 REMOVE WOOD FENCE M 32.0000 2,848.00 113.810 3,641 028 REMOVE CHAIN LINK FENCE M 10.0000 58,800.00 4,366.350 43,663 029 REMOVE MASONRY BLOCK WALL M2 52.0000 47,840.00 735.370 38,239 030 REMOVE METAL BEAM GUARD RAILING M 28.0000 55,720.00 2,442.660 68,394 031 REMOVE TRAFFIC STRIPE M 0.4000 29,600.00 60,015.000 24,006 032 REMOVE PAVEMENT MARKING M2 20.0000 13,600.00 71.600 1,432 033 REMOVE PAVEMENT MARKER EA 0.7500 33,375.00 25,996.000 19,497 034 REMOVE ROADSIDE SIGN EA 150.0000 12,750.00 70.000 10,500 035 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 13.000 39,000 036 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 3,500.00 1.000 3,500 037 REMOVE PIPE M 35.0000 153,650.00 49.700 1,739.50 3,213.200 112,462 038 REMOVE WROUGHT IRON FENCE M 40.0000 3,000.00 6.300 252 039 REMOVE INLET EA 950.0000 123,500.00 5.000 4,750.00 87.000 82,650 040 REMOVE HEADWALL EA 550.0000 3,850.00 6.000 3,300 041 REMOVE RETAINING WALL (PORTION) M 90.0000 124,200.00 1,232.430 110,918 042 REMOVE ASPHALT CONCRETE SURFACING M2 42.0000 13,146.00 0.000 0 043 MODIFY INLET EA 2,200.0000 13,200.00 1.000 2,200 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 212,400.00 0.000 0 045 REMOVE CONCRETE M3 175.0000 70,875.00 889.900 155,732 046 REMOVE CONCRETE CURB M 12.0000 90,360.00 7,426.060 89,112 047 REMOVE CONCRETE BARRIER M 25.0000 243,500.00 1,323.500 33,087.50 7,313.500 182,837 048 REMOVE CONCRETE BARRIER M 39.0000 5,967.00 0.000 0 (TYPE 50A MODIFIED) 049 CLEAN BRIDGE DECK M2 26.0000 8,138.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SOUND WALL M 25.0000 92,000.00 3,937.000 98,425 051 ACCESS OPENING, SOFFIT EA 1,700.0000 22,100.00 13.000 22,100 052 CAP INLET EA 1,500.0000 9,000.00 1.000 1,500 053 BRIDGE REMOVAL LS 320,000.0000 320,000.00 1.000 320,000 054 BRIDGE REMOVAL (PORTION), LOCATION A LS 150,000.0000 150,000.00 1.000 150,000 055 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 1.000 27,000 056 BRIDGE REMOVAL (PORTION), LOCATION C LS 19,000.0000 19,000.00 1.000 19,000 057 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 1.000 35,000 058 BRIDGE REMOVAL (PORTION), LOCATION E LS 33,000.0000 33,000.00 1.000 33,000 059 BRIDGE REMOVAL (PORTION), LOCATION F LS 19,000.0000 19,000.00 1.000 19,000 060 BRIDGE REMOVAL (PORTION), LOCATION G LS 9,000.0000 9,000.00 1.000 9,000 061 BRIDGE REMOVAL (PORTION), LOCATION H LS 61,000.0000 61,000.00 1.000 61,000 062 BRIDGE REMOVAL (PORTION), LOCATION I LS 16,000.0000 16,000.00 1.000 16,000 063 CLEARING AND GRUBBING LS 500,000.0000 500,000.00 1.000 500,000 064 ROADWAY EXCAVATION M3 25.0000 2,275,000.00 3,515.100 87,877.50 68,678.730 1,716,968 065 ROADWAY EXCAVATION (TYPE Z-3) M3 140.0000 194,600.00 0.000 0 (AERIALLY DEPOSITED LEAD) 066 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 248,900.00 7,792.050 148,048 (AERIALLY DEPOSITED LEAD) 067 ROADWAY EXCAVATION (TYPE Y-2) M3 23.0000 62,330.00 2,040.690 46,935 (AERIALLY DEPOSITED LEAD) 068 LEAD COMPLIANCE PLAN LS 44,000.0000 44,000.00 1.000 44,000 069 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 193,520.00 2,419.000 193,520 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 907,850.00 625.000 31,250.00 10,807.000 540,350 (F) 071 STRUCTURE EXCAVATION (TYPE Z-3) M3 350.0000 209,860.00 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 072 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 30.0000 132,042.00 3,766.400 112,992 (F) 073 STRUCTURE EXCAVATION (TYPE Y-1) M3 35.0000 606,238.50 15,015.300 525,535 (F) (AERIALLY DEPOSITED LEAD) 074 STRUCTURE EXCAVATION (TYPE Y-2) M3 45.0000 509,625.00 10,690.400 481,068 (F) (AERIALLY DEPOSITED LEAD) 075 STRUCTURE EXCAVATION (TYPE Y-1) M3 35.0000 11,452.00 138.610 4,851 (F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 076 STRUCTURE EXCAVATION (CULVERT-GSRD) M3 240.0000 4,032.00 16.800 4,032 (F) PROGRAM CAS145 PAGE 4 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE Y-2) M3 35.0000 11,728.50 335.130 11,729 (F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 078 STRUCTURE EXCAVATION (TYPE Z-3) M3 200.0000 27,720.00 0.000 0 (F) (AERIALLY DEPOSITED LEAD) (AUSTIN VAULT) 079 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 226,350.00 2,636.000 197,700 (F) 080 STRUCTURE BACKFILL (CULVERT) M3 60.0000 21,600.00 360.000 21,600 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 500.0000 10,500.00 21.000 10,500 (F) 082 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,014,880.00 226.000 7,910.00 45,210.000 1,582,350 (F) 083 PERVIOUS BACKFILL MATERIAL (RETAINING M3 90.0000 341,370.00 3,408.000 306,720 (F) WALL) 084 STRUCTURE BACKFILL (AUSTIN VAULT) M3 100.0000 132,330.00 1,094.630 109,463 (F) 085 STRUCTURE BACKFILL (CULVERT-GSRD) M3 900.0000 3,240.00 3.600 3,240 (F) 086 SAND BACKFILL M3 158.0000 14,852.00 28.020 4,427 087 IMPORTED BORROW M3 1.0000 128,000.00 108,000.000 108,000 088 HIGHWAY PLANTING LS 205,000.0000 205,000.00 0.000 0 089 EROSION CONTROL (TYPE D) M2 1.0000 4,000.00 0.000 0 090 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.790 31,600 091 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 092 IRRIGATION SYSTEM LS 405,000.0000 405,000.00 0.020 8,100 093 NPS 2 SUPPLY LINE (BRIDGE) M 330.0000 23,760.00 72.000 23,760 (F) 094 NPS 2.5 SUPPLY LINE (BRIDGE) M 345.0000 23,805.00 69.000 23,805 (F) 095 NPS 4 SUPPLY LINE (BRIDGE) M 470.0000 19,270.00 0.000 0 (F) 096 200 MM CORRUGATED HIGH DENSITY M 270.0000 17,820.00 52.490 14,172 POLYETHYLENE PIPE CONDUIT 097 250 MM CORRUGATED HIGH DENSITY M 280.0000 14,280.00 47.700 13,356 POLYETHYLENE PIPE CONDUIT 098 AGGREGATE BASE (APPROACH SLAB) M3 81.0000 3,726.00 0.000 0 099 CLASS 3 AGGREGATE BASE M3 41.0000 1,713,800.00 1,137.400 46,633.40 35,471.610 1,454,336 100 LEAN CONCRETE BASE M3 98.0000 2,695,000.00 305.980 29,986.04 20,019.940 1,961,954 101 LEAN CONCRETE BASE RAPID SETTING M3 280.0000 131,600.00 200.800 56,224 102 CRACK TREATMENT LNKM 5,000.0000 35,500.00 0.000 0 103 HOT MIX ASPHALT (TYPE B) TONN 89.0000 1,406,200.00 15,994.680 1,423,526 PROGRAM CAS145 PAGE 5 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 100.0000 429,000.00 0.000 0 105 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.0000 13,950.00 4,650.000 13,950 106 DATA CORE LS 5,000.0000 5,000.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 11.0000 4,840.00 349.600 3,845 108 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 11.0000 5,720.00 149.200 1,641 109 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 11.0000 11,440.00 480.900 5,289 110 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 11.0000 19,030.00 927.700 10,204 111 PLACE HOT MIX ASPHALT M2 90.0000 1,260.00 0.000 0 (MISCELLANEOUS AREA) 112 TACK COAT TONN 800.0000 4,320.00 4.400 3,520 113 CONCRETE PAVEMENT M3 178.0000 7,333,600.00 26,027.660 4,632,923 114 CONCRETE PAVEMENT (RAMP TERMINI) M3 225.0000 245,250.00 933.980 210,145 115 REPLACE CONCRETE PAVEMENT M3 480.0000 4,800,000.00 6,354.600 3,050,208 (RAPID STRENGTH CONCRETE) 116 CONCRETE PAVEMENT M3 500.0000 315,000.00 365.700 182,850 (RAPID STRENGTH CONCRETE) 117 SEAL PAVEMENT JOINT M 9.0000 415,800.00 22,349.320 201,143 118 SEAL LONGITUDINAL ISOLATION JOINT M 29.0000 836,650.00 5,714.340 165,715 119 DOWEL BAR (DRILL AND BOND) EA 14.0000 264,600.00 14,399.000 201,586 120 REPAIR SPALLED JOINTS M2 800.0000 784,000.00 832.000 665,600 121 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.0000 569,100.00 52,082.900 364,580 122 PREFORMED COMPRESSION JOINT SEALANT M 11.0000 302,500.00 3,747.000 41,217 123 GRIND EXISTING CONCRETE M2 3.5000 777,000.00 201,432.910 705,015 PAVEMENT 124 FURNISH STEEL PILING (HP 360 X 132) M 115.0000 215,510.00 1,874.000 215,510 125 DRIVE STEEL PILE (HP 360 X 132) EA 1,800.0000 207,000.00 115.000 207,000 126 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 112.0000 235,872.00 2,096.000 234,752 PILING 127 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 295.0000 176,705.00 599.000 176,705 PILING 128 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 71,500.00 72.740 80,014 PILING 129 2.7 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 535,000.00 106.670 533,350 PILING 130 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 9,100.0000 3,913,000.00 429.530 3,908,723 PILING PROGRAM CAS145 PAGE 6 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PERMANENT STEEL CASING M 910.0000 234,780.00 258.000 234,780 132 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 718,980.00 6,220.400 715,346 PILING (SOUND WALL) 133 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 330.0000 43,890.00 133.800 44,154 PILING (SOUND WALL) 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,100,000.0000 1,100,000.00 0.034 37,400.00 0.678 745,800 135 TIEDOWN ANCHOR EA 4,200.0000 138,600.00 33.000 138,600 136 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 342,000.00 855.000 342,000 (F) 137 STRUCTURAL CONCRETE, BRIDGE M3 672.0000 11,714,976.00 714.400 480,076.80 16,033.000 10,774,176 (F) 138 STRUCTURAL CONCRETE, RETAINING WALL M3 335.0000 5,891,980.00 160.000 53,600.00 16,415.000 5,499,025 (F) 139 STRUCTURAL CONCRETE, BARRIER SLAB M3 615.0000 12,300.00 20.000 12,300 (F) 140 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,100.0000 12,600.00 6.000 12,600 (F) (TYPE EQ) 141 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 365,600.00 360.000 288,000 (F) (TYPE N) 142 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 538,800.00 449.000 538,800 (F) (TYPE R) 143 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 192,800.00 164.000 131,200 (F) (TYPE N MODIFIED) 144 STRUCTURE CONCRETE, AUSTIN VAULT M3 540.0000 762,210.00 1,229.760 664,070 (F) 145 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 104,715.00 213.000 95,850 (F) 146 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 1,164,800.00 2.150 2,795.00 535.320 695,916 (F) 147 MINOR CONCRETE (SOUND WALL) M3 1,500.0000 19,500.00 13.000 19,500 (F) 148 PAVING NOTCH EXTENSION M3 1,300.0000 14,300.00 12.530 16,289 149 FRACTURED RIB TEXTURE M2 18.0000 329,238.00 340.000 6,120.00 17,845.000 321,210 (F) 150 DRILL AND BOND DOWEL M 50.0000 60,500.00 1,003.000 50,150 151 CLEAN EXPANSION JOINT M 84.0000 4,620.00 0.000 0 152 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 2.000 18,000 GIRDER (10 M - 15 M) 153 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 65,000.00 5.000 65,000 GIRDER (20 M - 25 M) 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,500.0000 262,500.00 21.000 262,500 GIRDER (25 M - 30 M) 155 ERECT PRECAST PRESTRESSED CONCRETE EA 1,600.0000 44,800.00 28.000 44,800 GIRDER 156 JACKING SUPERSTRUCTURE LS 70,000.0000 70,000.00 1.000 70,000 157 CONCRETE CLOSURE WALL M2 350.0000 138,950.00 397.000 138,950 (F) PROGRAM CAS145 PAGE 7 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REFINISH BRIDGE DECK M2 140.0000 23,940.00 0.000 0 159 SOUND WALL (MASONRY BLOCK) M2 122.0000 2,597,587.40 21,091.660 2,573,182 (F) 160 PTFE SPHERICAL BEARING EA 7,000.0000 140,000.00 17.000 119,000 161 MASONRY BLOCK WALL M2 75.0000 68,925.00 111.470 8,360 (F) 162 JOINT SEAL (TYPE AL) M 150.0000 1,500.00 5.000 750 163 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,250.0000 155,250.00 35.000 78,750 164 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,750.0000 201,250.00 35.000 201,250 165 JOINT SEAL (MR 13 MM) M 150.0000 25,200.00 51.000 7,650 166 JOINT SEAL (MR 25 MM) M 200.0000 46,600.00 61.000 12,200 167 JOINT SEAL (MR 40 MM) M 300.0000 1,500.00 5.000 1,500 168 JOINT SEAL (MR 50 MM) M 300.0000 1,500.00 5.000 1,500 169 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 5,356,946.00 82,784.000 115,897.60 3,706,707.000 5,189,389 (F) 170 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 1,773,108.00 1,128,859.000 1,693,288 (F) 171 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 57,645.00 38,430.000 57,645 (F) 172 BAR REINFORCING STEEL (GSRD) KG 3.0000 2,571.00 857.000 2,571 (F) 173 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.4000 269,243.80 170,953.000 239,334 (F) 174 HEADED BAR REINFORCEMENT EA 24.0000 75,456.00 2,814.000 67,536 175 STAINLESS STEEL (GSRD) LINEAR KG 52.0000 25,740.00 495.000 25,740 (F) 176 COLUMN CASING KG 13.0000 348,270.00 25,450.500 330,856 (F) 177 FURNISH SIGN STRUCTURE (TRUSS) KG 7.6000 2,569,484.00 129,330.000 982,908 (F) 178 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5500 185,949.50 129,330.000 71,131 (F) 179 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 105,560.00 102.190 11,854 180 FURNISH LAMINATED PANEL SIGN M2 135.0000 2,025.00 0.000 0 (25.4 MM-TYPE A) 181 FURNISH LAMINATED PANEL SIGN M2 150.0000 1,200.00 0.000 0 (25.4 MM-TYPE B) 182 FURNISH SINGLE SHEET ALUMINUM SIGN M2 88.0000 8,360.00 0.000 0 (2.0 MM-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 4,440.00 0.000 0 (1.6 MM-FRAMED) 184 1372 MM CAST-IN-DRILLED-HOLE M 2,100.0000 77,700.00 7.000 14,700.00 29.000 60,900 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 8 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 540,540.00 16.500 42,900.00 120.100 312,260 CONCRETE PILE (SIGN FOUNDATION) 186 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 9.000 3,150.00 51.000 17,850 187 ROADSIDE SIGN - TWO POST EA 1,000.0000 1,000.00 1.000 1,000 188 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 6,800.00 0.000 0 METHOD) 189 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,200.00 0.000 0 190 300 MM REINFORCED CONCRETE PIPE M 325.0000 3,575.00 58.560 19,032 191 450 MM REINFORCED CONCRETE PIPE M 200.0000 62,000.00 229.500 45,900 192 600 MM REINFORCED CONCRETE PIPE M 180.0000 610,200.00 3,022.770 544,098 193 675 MM REINFORCED CONCRETE PIPE M 400.0000 3,600.00 8.400 3,360 194 750 MM REINFORCED CONCRETE PIPE M 290.0000 46,400.00 154.540 44,816 195 825 MM REINFORCED CONCRETE PIPE M 400.0000 12,800.00 33.520 13,408 196 975 MM REINFORCED CONCRETE PIPE M 1,300.0000 2,860.00 0.000 0 197 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,900.0000 760,000.00 379.890 721,791 198 JACKED 600 MM REINFORCED CONCRETE PIPE M 2,200.0000 61,600.00 21.600 47,520 (CLASS V) 199 600 MM BITUMINOUS COATED CORRUGATED M 225.0000 12,375.00 47.600 10,710 STEEL PIPE (2.01 MM THICK) 200 450 MM SLOTTED CORRUGATED STEEL PIPE M 375.0000 3,750.00 0.000 0 (2.01 MM THICK) 201 450 MM BITUMINOUS COATED SLOTTED M 200.0000 1,706,000.00 2,643.800 528,760.00 4,447.200 889,440 CORRUGATED STEEL PIPE (2.01 MM THICK) 202 150 MM NON-PERFORATED PLASTIC PIPE M 52.0000 1,612.00 17.300 899 UNDERDRAIN 203 150 MM PERFORATED PLASTIC PIPE M 43.0000 21,070.00 428.000 18,404 UNDERDRAIN (AUSTIN VAULT) 204 150 MM NON-PERFORATED PLASTIC PIPE M 85.0000 9,350.00 101.100 8,593 UNDERDRAIN (AUSTIN VAULT) 205 150 MM PLASTIC PIPE M 150.0000 2,400.00 15.200 2,280 206 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 42.0000 24,360.00 0.000 0 207 PERMEABLE MATERIAL (AUSTIN VAULT) M3 60.0000 22,200.00 322.050 19,323 208 SAND BED (AUSTIN VAULT) M3 60.0000 23,400.00 360.270 21,616 209 450 MM BITUMINOUS COATED CORRUGATED M 1,200.0000 39,600.00 15.800 18,960 STEEL PIPE RISER (2.01 MM THICK) 210 WELDED STEEL PIPE CASING (BRIDGE) M 550.0000 25,300.00 23.000 12,650 211 300 MM CONCRETE FLARED END SECTION EA 1,050.0000 1,050.00 1.000 1,050 PROGRAM CAS145 PAGE 9 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 600 MM CONCRETE FLARED END SECTION EA 1,025.0000 5,125.00 5.000 5,125 213 600 MM AUTOMATIC DRAINAGE GATE EA 1,550.0000 1,550.00 0.000 0 214 600 MM PRECAST CONCRETE PIPE MANHOLE M 1,450.0000 8,265.00 3.440 4,988 215 ROCK SLOPE PROTECTION M3 180.0000 11,880.00 33.180 5,972 (FACING, METHOD B) 216 GABION M3 500.0000 22,500.00 31.000 15,500 217 MINOR CONCRETE (DITCH LINING) M3 520.0000 67,600.00 116.170 60,408 218 FILTER FABRIC (AUSTIN VAULT) M2 4.0000 3,920.00 855.300 3,421 219 ROCK SLOPE PROTECTION FABRIC M2 11.0000 1,980.00 91.700 1,008 220 MINOR CONCRETE (CURB AND SIDEWALK) M3 450.0000 270,000.00 746.470 335,911 221 MINOR CONCRETE (GUTTER) M3 450.0000 4,500.00 35.670 16,051 222 MINOR CONCRETE (TEXTURED PAVING) M2 55.0000 465,850.00 5,353.340 294,433 223 MISCELLANEOUS IRON AND STEEL KG 2.5000 249,405.00 42,744.500 106,861 (F) 224 INLET FRAME AND GRATE EA 750.0000 6,000.00 7.000 5,250 (F) 225 ISOLATION CASING KG 12.0000 205,980.00 16,512.000 198,144 (F) 226 MISCELLANEOUS METAL KG 18.0000 142,848.00 7,718.000 138,924 (F) (RESTRAINER - CABLE TYPE) 227 MISCELLANEOUS METAL KG 14.0000 3,528.00 252.000 3,528 (F) 228 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 4,740.00 790.000 4,740 (F) 229 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 169,780.00 12,425.000 161,525 (F) 230 MISCELLANEOUS METAL (AUSTIN VAULT) KG 99.0000 24,750.00 200.000 19,800 (F) 231 MISCELLANEOUS METAL (GSRD) KG 15.0000 9,285.00 619.000 9,285 (F) 232 WROUGHT IRON FENCE M 300.0000 22,500.00 2.230 669 233 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 149,600.00 506.210 20,248 234 WOOD FENCE M 200.0000 17,800.00 3.660 732 235 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 36,000.00 7.000 8,400 236 METAL BEAM GUARD RAILING M 84.0000 199,920.00 38.110 3,201.24 1,357.140 113,999 (2.1 M WOOD POST) 237 CHAIN LINK RAILING M 100.0000 47,820.00 478.190 47,819 (F) 238 CABLE RAILING M 50.0000 40,805.00 497.800 24,890 (F) PROGRAM CAS145 PAGE 10 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 TRANSITION RAILING (TYPE WB) EA 3,000.0000 90,000.00 2.000 6,000.00 19.000 57,000 240 END CAP (TYPE A) EA 200.0000 2,800.00 1.000 200.00 7.000 1,400 241 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 9,750.00 1.000 750.00 8.000 6,000 242 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 30,800.00 6.000 16,800 243 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 32,200.00 2.000 4,600.00 11.000 25,300 244 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 2.000 13,000 245 CRASH CUSHION (TYPE CAT) BACKUP EA 6,500.0000 13,000.00 1.000 6,500 246 CRASH CUSHION (REACT 9SCBS) EA 54,000.0000 108,000.00 1.000 54,000 247 CONCRETE BARRIER (TYPE 60) M 140.0000 6,020.00 10.670 1,493 248 END CAP (TYPE C) EA 500.0000 500.00 1.000 500 249 CONCRETE BARRIER (TYPE 60C) M 170.0000 32,300.00 64.000 10,880 250 CONCRETE BARRIER (TYPE 60D) M 150.0000 223,500.00 906.500 135,975 251 CONCRETE BARRIER (TYPE 60G) M 190.0000 575,700.00 0.000 0 252 CONCRETE BARRIER (TYPE 60GC) M 390.0000 284,700.00 0.000 0 253 CONCRETE BARRIER (TYPE 60GE) M 450.0000 121,500.00 0.000 0 254 CONCRETE BARRIER (TYPE 60S) M 160.0000 144,000.00 561.300 89,808 255 CONCRETE BARRIER (TYPE 60S MODIFIED) M 825.0000 198,000.00 0.000 0 256 CONCRETE BARRIER (TYPE 60SC) M 800.0000 200,000.00 0.000 0 257 CONCRETE BARRIER (TYPE 60R MODIFIED) M 600.0000 13,200.00 22.000 13,200 (F) 258 CONCRETE BARRIER (TYPE 732 MODIFIED) M 230.0000 90,390.00 105.000 24,150 (F) 259 CONCRETE BARRIER (TYPE 60R) M 500.0000 195,000.00 0.000 0 260 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 1,150.0000 97,750.00 0.000 0 261 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 303,000.00 1,515.000 303,000 (F) 262 CONCRETE BARRIER (TYPE 736A MODIFIED) M 215.0000 982,765.00 4,247.500 913,212 263 CONCRETE BARRIER (TYPE 736SV) M 300.0000 639,000.00 2,130.000 639,000 (F) 264 CONCRETE BARRIER (TYPE 742 MODIFIED) M 200.0000 200,200.00 702.000 140,400 (F) 265 CONCRETE BARRIER (TYPE 60SA MODIFIED) M 190.0000 81,130.00 0.000 0 (F) PROGRAM CAS145 PAGE 11 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 188.0000 56,400.00 0.000 0 (F) 267 CONCRETE BARRIER (TYPE 742A MODIFIED) M 201.0000 13,065.00 0.000 0 (F) 268 CONCRETE BARRIER (TYPE 732A MODIFIED) M 190.0000 11,970.00 0.000 0 (F) 269 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 27,650.00 631.500 22,102 270 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 74,700.00 1,789.000 1,789 271 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 11,886.00 513.000 1,077 272 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 4,525.00 240.000 300 (BROKEN 3.66 M - 0.92 M) 273 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 40.00 0.000 0 (BROKEN 1.83 M - 0.30 M) 274 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 51,900.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 275 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 640.00 0.000 0 (BROKEN 5.18 M - 2.14 M) 276 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,510.00 112.000 112 (BROKEN 4.88-2.14 M) 277 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,600.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 278 200 MM TWO-COMPONENT PAINT M 11.0000 6,600.00 0.000 0 TRAFFIC STRIPE 279 PAINT TRAFFIC STRIPE M 0.4500 31,050.00 160,801.000 72,360 280 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 30,245.00 21,975.000 25,271 281 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 3,224.00 122.000 317 TYPE C) 282 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 25,766.00 7,150.000 18,590 TYPE G) 283 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 2.6000 15,548.00 2,317.000 6,024 TYPE H) 284 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 285 SIGNAL AND LIGHTING LS 82,000.0000 82,000.00 0.980 80,360 (CITY STREET LOCATION 1) 286 SIGNAL AND LIGHTING LS 91,000.0000 91,000.00 0.980 89,180 (CITY STREET LOCATION 2) 287 LIGHTING (TEMPORARY) LS 165,000.0000 165,000.00 1.000 165,000 288 LIGHTING (CITY STREET) LS 267,000.0000 267,000.00 0.645 172,215 289 LIGHTING AND SIGN ILLUMINATION LS 1,521,000.0000 1,521,000.00 0.805 1,224,405 290 BRIDGE LIGHTING LS 45,000.0000 45,000.00 1.000 45,000 291 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 74,290.00 475.000 54,625 (F) 292 RELOCATE SPRINKLER CONTROL CONDUIT M 65.0000 2,665.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 6,000.0000 6,000.00 0.990 5,940 294 ELECTRIC SERVICE (IRRIGATION) LS 16,000.0000 16,000.00 0.970 15,520 295 TEMPORARY MICROWAVE VEHICLE DETECTION LS 60,000.0000 60,000.00 0.900 54,000 SYSTEM 296 MODIFY COMMUNICATION SYSTEM LS 1,225,000.0000 1,225,000.00 0.500 612,500 297 TEMPORARY COMMUNICATION SYSTEM LS 20,000.0000 20,000.00 0.600 12,000 298 MODIFY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.540 4,860 299 GUARD POST EA 800.0000 800.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 02/25/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1219U4 TIME 01:50 PM ESTIMATE NO. 44 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 02/20/14 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 02/25/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,647,143.58 78,524,038.69 ADJUSTMENT OF COMPENSATION 9,623.93 1,376,474.98 EXTRA WORK 107,751.88 2,984,199.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,764,519.39 82,884,713.42 300 MOBILIZATION LS 8,450,000.0000 8,450,000.00 1.000 8,450,000 ORIGINAL CONTRACT AMOUNT 109,299,288.70 TOTAL WORK COMPLETED 1,764,519.39 91,334,713.42 MATERIALS ON HAND ON SITE 2,603,702.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -80,620.21 TOTAL 1,764,519.39 93,857,795.53 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 10/16/15 818 77 0 0 79% 67% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/14