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 12/20/10 EST. NO.16 TIME 04:19 PM R.E. NAME: AZIMA, H. 07-2395U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0002 500.00 E.W. @ F.A.(+) 123109 Y 0215.0 0003 1,000.00 043010 Y 0216.0 0004 2,000.00 070710 Y 0217.0 008 0073 96.58 E.W. @ F.A.(+) 081810 Y 0222.0 0075 1,441.35 092310 Y 0224.0 009 0001 234.46 E.W. @ F.A.(+) 090310 Y 0227.0 011 0001 23,927.41 A.C. @ L.S.(+) 112010 N 01 0 29,199.80 TOTAL THIS ESTIMATE 84,341.03 TOTAL PREVIOUS ESTIMATE 113,540.83 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 12/20/10 EST. NO.16 TIME 04:19 PM R.E. NAME: AZIMA, H. 07-2395U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION JAN & FEB 2010 -10,000.00 06 JAN & FEB 2010 10,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2395U4 TIME 04:19 PM ESTIMATE NO. 16 BID OPENING 05/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AZIMA, H. DATE OF THIS ESTIMATE 12/20/10 LOCATION PROGRESS ESTIMATE 07-LA-110-25.9/31.9 ----------------- COOPER MYERS A JOINT VENTURE IN LOS ANGELES COUNTY IN LOS P O BOX 2948 ANGELES SOUTH PASADENA AND RANCHO CORDOVA CA 957412948 PASADENA FROM ROUTE 5/110 SEPARATION TO GLENARM STREET FED. AID NO. ACHS-P110(15)E ,STPG-P110(15)E ,ACST-P110(16)E CONSTRUCT CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 2,850.0000 2,850.00 0.500 1,425.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,750.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 4,500.0000 1,620,000.00 18.000 81,000.00 237.000 1,066,500.00 04 TEMPORARY FENCE (TYPE CL-6) LF 8.6900 126,874.00 11,476.000 99,726.44 05 CONSTRUCTION SITE MANAGEMENT LS 22,000.0000 22,000.00 0.050 1,100.00 0.660 14,520.00 06 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.500 2,250.00 PREVENTION PLAN 07 TEMPORARY COVER SQYD 2.0300 1,015.00 0.000 0.00 08 TEMPORARY CHECK DAM LF 100.0000 2,000.00 22.000 2,200.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 208.0000 22,880.00 77.000 16,016.00 10 STREET SWEEPING LS 65,000.0000 65,000.00 0.050 3,250.00 0.660 42,900.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 17,600.0000 17,600.00 0.050 880.00 0.660 11,616.00 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 13 TRAFFIC CONTROL SYSTEM LS 687,000.0000 687,000.00 0.050 34,350.00 0.660 453,420.00 14 TYPE III BARRICADE EA 95.0000 10,450.00 9.000 855.00 90.000 8,550.00 15 CHANNELIZER (SURFACE MOUNTED) EA 135.0000 2,835.00 0.000 0.00 16 TEMPORARY RAILING (TYPE K) LF 20.0000 5,200.00 0.000 0.00 17 MOVEABLE CONCRETE BARRIER LS 605,000.0000 605,000.00 0.900 544,500.00 18 TEMPORARY CRASH CUSHION MODULE EA 470.0000 6,580.00 0.000 0.00 19 REMOVE CHAIN LINK FENCE LF 5.4000 81,000.00 14,206.000 76,712.40 20 REMOVE METAL BEAM GUARD RAILING LF 6.5800 11,515.00 2,025.000 13,324.50 21 REMOVE METAL BEAM BARRIER LF 4.1400 36,721.80 4,920.000 20,368.80 8,870.000 36,721.80 22 REMOVE DOUBLE METAL BEAM BARRIER LF 4.8500 131,435.00 752.000 3,647.20 27,100.000 131,435.00 PROGRAM CAS145 PAGE 2 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2395U4 TIME 04:19 PM ESTIMATE NO. 16 BID OPENING 05/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AZIMA, H. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.1100 7,084.00 64,400.000 7,084.00 STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 13,995.00 0.000 0.00 25 REMOVE PAVEMENT MARKER EA 0.5600 8,064.00 23.000 12.88 1,260.000 705.60 26 REMOVE ROADSIDE SIGN EA 65.0000 325.00 5.000 325.00 (STRAP AND SADDLE BRACKET METHOD) 27 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 7,250.00 1,328.000 6,640.00 28 REMOVE PIPE LF 46.0000 8,280.00 113.000 5,198.00 29 REMOVE INLET EA 850.0000 1,700.00 2.000 1,700.00 2.000 1,700.00 30 SALVAGE CONCRETE BARRIER (TYPE K) LF 6.0000 16,140.00 2,680.000 16,080.00 31 RELOCATE ROADSIDE SIGN-ONE POST EA 18.0000 324.00 27.000 486.00 32 RELOCATE ROADSIDE SIGN-TWO POST EA 385.0000 1,155.00 5.000 1,925.00 33 RELOCATE ROADSIDE SIGN EA 75.0000 675.00 7.000 525.00 (STRAP AND SADDLE BRACKET METHOD) 34 MODIFY INLET EA 3,553.8800 167,032.36 8.000 28,431.04 46.000 163,478.48 35 PLASTIC PIPE LINER LF 110.0000 25,300.00 161.000 17,710.00 36 REMOVE CONCRETE (CURB AND GUTTER) LF 3.7500 240,375.00 3,544.000 13,290.00 58,581.000 219,678.75 37 ACCESS OPENING, SOFFIT EA 4,500.0000 4,500.00 1.000 4,500.00 38 REMOVE CRASH CUSHION (REACT) EA 3,700.0000 3,700.00 1.000 3,700.00 39 BRIDGE REMOVAL (PORTION) LS 13,900.0000 13,900.00 1.000 13,900.00 1.000 13,900.00 40 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.900 18,000.00 41 ROADWAY EXCAVATION CY 49.0000 438,550.00 658.000 32,242.00 6,800.970 333,247.53 42 ROADWAY EXCAVATION (TYPE Z-2) CY 116.0000 117,160.00 945.000 109,620.00 (AERIALLY DEPOSITED LEAD) 43 ROADWAY EXCAVATION (TYPE Z-3) CY 135.0000 106,650.00 711.250 96,018.75 (AERIALLY DEPOSITED LEAD) 44 LEAD COMPLIANCE PLAN LS 1,590.0000 1,590.00 0.500 795.00 45 PLANT TREES EA 25.0000 200.00 0.000 0.00 46 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,600.0000 9,600.00 0.000 0.00 47 IRRIGATION SYSTEM LS 440,000.0000 440,000.00 0.460 202,400.00 48 WATER METER EA 5,800.0000 11,600.00 2.000 11,600.00 49 AGGREGATE BASE CEMENT SLURRY (ABCS) CY 240.0000 408,000.00 140.200 33,648.00 2,236.060 536,654.40 PROGRAM CAS145 PAGE 3 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2395U4 TIME 04:19 PM ESTIMATE NO. 16 BID OPENING 05/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AZIMA, H. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAN CONCRETE BASE (RAPID SETTING) CY 260.0000 39,000.00 124.090 32,263.40 51 CONCRETE PAVEMENT (RAPID STRENGTH CY 319.0000 819,830.00 200.920 64,093.48 3,329.370 1,062,069.03 CONCRETE) 52 SEAL PAVEMENT JOINT LF 9.5500 292,230.00 5,428.000 51,837.40 29,985.000 286,356.75 53 SEAL LONGITUDINAL ISOLATION JOINT LF 37.3000 64,156.00 583.000 21,745.90 54 STRUCTURAL CONCRETE, BRIDGE CY 2,770.0000 99,720.00 0.000 0.00 F) 55 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 140,400.00 19.860 23,832.00 96.540 115,848.00 F) 56 ARCHITECURAL SURFACE (TEXTURED CONCRETE) LF 0.5000 31,796.00 13,306.000 6,653.00 61,000.000 30,500.00 F) (MEDIAN BARRIER) (ARCH A) (ARCH B) AND (SEAL) 57 ARCHITECURAL SURFACE (TEXTURED CONCRETE) LF 1.0600 19,285.64 18,194.000 19,285.64 F) (OUTSIDE BARRIER) 58 DRILL AND BOND DOWEL LF 51.0000 23,970.00 470.000 23,970.00 59 REFINISH BRIDGE DECK SQFT 5.4000 9,331.20 1,380.000 7,452.00 60 CORE CONCRETE (1") LF 58.0000 40,600.00 700.000 40,600.00 61 CORE CONCRETE (8") LF 305.0000 915.00 3.000 915.00 62 BAR REINFORCING STEEL (BRIDGE) LB 5.1600 17,544.00 0.000 0.00 F) 63 18" REINFORCED CONCRETE PIPE LF 113.0000 101,700.00 96.000 10,848.00 608.000 68,704.00 64 24" REINFORCED CONCRETE PIPE LF 200.0000 22,000.00 30.000 6,000.00 105.000 21,000.00 65 JACKED 24" REINFORCED CONCRETE PIPE LF 700.0000 161,000.00 0.000 0.00 (CLASS II) 66 GRATED LINE DRAIN LF 62.0000 52,700.00 642.000 39,804.00 67 MINOR CONCRETE (CURB AND GUTTER) CY 500.0000 5,000.00 10.000 5,000.00 68 MINOR CONCRETE (STAMPED CONCRETE) SQFT 5.5000 305,800.00 33,506.290 184,284.60 69 MISCELLANEOUS IRON AND STEEL LB 1.9300 51,741.37 4,403.000 8,497.79 24,033.000 46,383.69 F) 70 BRIDGE DECK DRAINAGE SYSTEM LB 25.0000 19,375.00 0.000 0.00 F) 71 4' CHAIN LINK GATE (TYPE CL-6) EA 1,034.0000 5,170.00 2.000 2,068.00 72 10' CHAIN LINK GATE (TYPE CL-6) EA 1,640.0000 1,640.00 1.000 1,640.00 73 INSTALL MEDIAN MILEAGE PANEL EA 90.0000 5,940.00 0.000 0.00 74 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 34.0000 508,062.00 14,943.000 508,062.00 F) 75 TRANSITION RAILING (TYPE WB) EA 4,150.0000 4,150.00 1.000 4,150.00 PROGRAM CAS145 PAGE 4 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2395U4 TIME 04:19 PM ESTIMATE NO. 16 BID OPENING 05/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AZIMA, H. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 TERMINAL SYSTEM (TYPE CAT) EA 8,000.0000 8,000.00 1.000 8,000.00 77 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 400.0000 400.00 1.000 400.00 78 END CAP (TYPE TC) EA 169.2500 677.00 0.000 0.00 79 CRASH CUSHION (ADIEM) EA 22,600.0000 45,200.00 2.000 45,200.00 80 CONCRETE BARRIER (TYPE 60 MOD) LF 55.0000 141,900.00 2,674.340 147,088.70 81 CONCRETE BARRIER (TYPE 60) LF 48.0000 541,440.00 1,488.000 71,424.00 11,047.000 530,256.00 82 CONCRETE BARRIER (TYPE 60C) LF 84.0000 671,160.00 3,166.000 265,944.00 7,253.000 609,252.00 83 CONCRETE BARRIER (TYPE 60A) (MODIFIED) LF 497.0000 74,053.00 0.000 0.00 F) 84 CONCRETE BARRIER (TYPE 60E) LF 235.0000 385,400.00 244.000 57,340.00 1,378.000 323,830.00 85 CONCRETE BARRIER (TYPE 60R MOD) LF 372.0000 141,360.00 86.000 31,992.00 178.000 66,216.00 86 CONCRETE BARRIER (TYPE 60W) LF 140.0000 352,800.00 320.000 44,800.00 2,460.000 344,400.00 87 CONCRETE BARRIER (TYPE 60W MOD) LF 170.0000 1,055,700.00 2,475.000 420,750.00 4,935.000 838,950.00 88 CONCRETE BARRIER (TYPE 60D) (MODIFIED) LF 119.0000 67,473.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 736B) LF 103.0000 302,820.00 635.000 65,405.00 2,159.000 222,377.00 90 CONCRETE BARRIER (TYPE 736B MOD) LF 119.0000 950,810.00 8,297.980 987,459.62 91 CONCRETE BARRIER (TYPE 742B MOD) LF 130.0000 591,500.00 4,584.000 595,920.00 92 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 36,120.00 0.000 0.00 93 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5600 2,906.40 0.000 0.00 94 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 1,795.20 0.000 0.00 (BROKEN 12-3) 95 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 7,717.50 0.000 0.00 96 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 28,980.00 0.000 0.00 (BROKEN 36-12) 97 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 569.50 0.000 0.00 (BROKEN 17-7) 98 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2400 12,896.00 0.000 0.00 99 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3900 15,255.00 0.000 0.00 00 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 01 ELECTRIC SERVICE (IRRIGATION) LS 19,200.0000 19,200.00 0.056 1,075.20 02 MODIFY TRAFFIC MONITORING STATION LS 11,500.0000 11,500.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2395U4 TIME 04:19 PM ESTIMATE NO. 16 BID OPENING 05/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AZIMA, H. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 MODIFY LIGHTING LS 740,000.0000 740,000.00 0.970 717,800.00 PROGRAM CAS145 PAGE 6 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2395U4 TIME 04:19 PM ESTIMATE NO. 16 BID OPENING 05/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AZIMA, H. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,398,091.59 12,261,615.18 ADJUSTMENT OF COMPENSATION 23,927.41 23,927.41 EXTRA WORK 5,272.39 89,613.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,427,291.39 12,375,156.01 04 MOBILIZATION LS 290,000.0000 290,000.00 1.000 290,000.00 ORIGINAL CONTRACT AMOUNT 14,890,543.97 TOTAL WORK COMPLETED 1,427,291.39 12,665,156.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,427,291.39 12,665,156.01 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 08/12/09 360 11/04/09 10/06/09 06/10/11 237 61 0 0 77% 66% PROGRESS IS SATISFACTORY AZIMA, H. RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/10