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 08/24/09 EST. NO.14 TIME 02:15 PM R.E. NAME: GALLARDO, SAMUEL 07-178504 --------------------------------------------------------------------------- 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 0089 116.42 E.W. @ F.A.(+) 031809 N 0140.0 0098 7,500.34 060809 N 0153.0 0099 311.10 060509 N 0154.0 0100 428.80 042109 N 0166.0 0101 929.54 122208 N 0168.0 0102 975.18 070609 N 0173.0 006 0022 2,021.98 E.W. @ F.A.(+) 070209 N 0165.0 0023 2,021.98 070309 N 0167.0 0024 502.19 032009 N 0169.0 0025 316.71 030409 N 0170.0 0026 854.26 020509 N 0171.0 0027 262.49 070609 N 0172.0 16,240.99 TOTAL THIS ESTIMATE 242,229.43 TOTAL PREVIOUS ESTIMATE 258,470.42 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 08/24/09 EST. NO.14 TIME 02:15 PM R.E. NAME: GALLARDO, SAMUEL 07-178504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-178504 TIME 02:15 PM ESTIMATE NO. 14 BID OPENING 05/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: GALLARDO, SAMUEL DATE OF THIS ESTIMATE 08/24/09 LOCATION PROGRESS ESTIMATE 07-LA-105-R0.7/0.9 ----------------- BEADOR CONSTRUCTION IN LOS ANGELES COUNTY IN LOS COMPNAY, INC. ANGELES FROM JUNCTION ROUTE 1 TO 26320 LESTER CIRCLE 0.1 KM WEST OF NASH STREET CORONA, CA 92883 FED. AID NO. DPM-6207(44)N WIDEN OFF RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 6,250.0000 6,250.00 0.250 1,562.50 0.750 4,687.50 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 360,000.00 23.000 23,000.00 246.000 246,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 85,500.00 1,710.000 85,500.00 04 TEMPORARY CHAIN LINKE FENCE M 210.0000 42,000.00 200.000 42,000.00 S) (TYPE CL-1.8 VINYL-CLAD) 05 PREPARE STORM WATER POLLUTION LS 6,400.0000 6,400.00 0.765 4,896.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 85,000.0000 85,000.00 0.050 4,250.00 0.650 55,250.00 07 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.900 7,650.00 S) 08 TRAFFIC CONTROL SYSTEM LS 257,245.0000 257,245.00 0.050 12,862.25 0.650 167,209.25 S) 09 TYPE III BARRICADE EA 31.0000 217.00 7.000 217.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.8000 6,612.00 1,461.000 8,473.80 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.4000 4,884.00 0.000 0.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 29.0000 986.00 28.000 812.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.4000 442.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) M 48.0000 164,160.00 3,097.000 148,656.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 280.0000 60,200.00 126.000 35,280.00 S) 16 REMOVE CHAIN LINK FENCE M 31.0000 6,510.00 213.000 6,603.00 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.2000 2,706.00 800.000 1,760.00 STRIPE 18 REMOVE TRAFFIC STRIPE M 1.2000 3,660.00 457.000 548.40 19 REMOVE PAVEMENT MARKING M2 28.0000 3,080.00 361.440 10,120.32 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 4,407.00 1,672.000 2,173.60 21 REMOVE PAVEMENT MARKER EA 1.1500 644.00 440.000 506.00 22 REMOVE ROADSIDE SIGN EA 110.0000 1,100.00 6.000 660.00 PROGRAM CAS145 PAGE 2 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-178504 TIME 02:15 PM ESTIMATE NO. 14 BID OPENING 05/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: GALLARDO, SAMUEL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 55.0000 110.00 2.000 110.00 (STRAP AND SADDLE BRACKET METHOD) 24 REMOVE SIGN STRUCTURE EA 6,100.0000 6,100.00 1.000 6,100.00 25 REMOVE SIGN OVERLAY M2 550.0000 550.00 0.000 0.00 26 REMOVE CONCRETE PAVEMENT M3 43.0000 5,590.00 100.000 4,300.00 27 RELOCATE ROADSIDE SIGN EA 440.0000 440.00 1.000 440.00 28 REMOVE CONCRETE CURB M 50.0000 2,000.00 0.000 0.00 29 REMOVE CONCRETE SIDEWALK M2 30.0000 1,500.00 0.000 0.00 30 ACCESS OPENING, SOFFIT EA 1,100.0000 2,200.00 1.500 1,650.00 31 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 0.850 127,500.00 32 ROADWAY EXCAVATION M3 25.0000 159,750.00 6,390.000 159,750.00 33 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 34 STRUCTURE EXCAVATION (BRIDGE) M3 135.0000 3,240.00 24.000 3,240.00 F) 35 STRUCTURE EXCAVATION (RETAINING WALL) M3 260.0000 36,660.00 141.000 36,660.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 205.0000 5,535.00 27.000 5,535.00 F) 37 STRUCTURE BACKFILL (RETAINING WALL) M3 170.0000 34,340.00 202.000 34,340.00 F) 38 IMPORTED BORROW M3 34.0000 11,220.00 0.000 0.00 39 CLASS 4 AGGREGATE SUBBASE M3 37.0000 48,470.00 1,290.000 47,730.00 40 CLASS 2 AGGREGATE BASE M3 43.0000 43,860.00 1,347.000 57,921.00 41 CLASS 3 AGGREGATE BASE M3 84.0000 27,720.00 0.000 0.00 42 LEAN CONCRETE BASE M3 300.0000 12,000.00 40.000 12,000.00 40.000 12,000.00 43 ASPHALT CONCRETE (TYPE B) TONN 95.0000 412,300.00 4,687.650 445,326.75 44 CONCRETE PAVEMENT M3 345.0000 24,150.00 70.000 24,150.00 70.000 24,150.00 45 SEAL PAVEMENT JOINT M 1.5000 1,200.00 0.000 0.00 46 SEAL LONGITUDINAL ISOLATION JOINT M 1.5000 1,080.00 0.000 0.00 47 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 38,080.00 119.000 38,080.00 S) PILING 48 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,350.0000 274,950.00 117.000 274,950.00 S) PILING 49 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 428,000.00 210.000 420,000.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-178504 TIME 02:15 PM ESTIMATE NO. 14 BID OPENING 05/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: GALLARDO, SAMUEL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PRESTRESSING CAST-IN-PLACE CONCRETE LS 290,000.0000 290,000.00 0.250 72,500.00 0.750 217,500.00 S) 51 TEMPORARY HINGE TIEDOWN EA 8,250.0000 8,250.00 0.000 0.00 S) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 440.0000 4,400.00 10.000 4,400.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 830.0000 2,373,800.00 179.000 148,570.00 2,806.000 2,328,980.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 675.0000 81,000.00 120.000 81,000.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 2,700.0000 8,640.00 3.200 8,640.00 3.200 8,640.00 F) (TYPE EQ) 56 CLASS 1 CONCRETE (STRUCTURE) M3 2,200.0000 8,800.00 0.000 0.00 F) 57 CLASS 1 CONCRETE (BOX CULVERT) M3 3,200.0000 32,000.00 0.000 0.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 13,260.00 1.470 3,822.00 F) 59 ARCHITECTURAL SURFACE (TEXTURED) M2 90.0000 27,270.00 0.000 0.00 F) 60 DRILL AND BOND DOWEL M 110.0000 2,200.00 20.000 2,200.00 61 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 36.0000 2,232.00 24.000 864.00 62 CORE CONCRETE (51 MM - 100 MM) M 1,825.0000 2,190.00 2.000 3,650.00 S) 63 PTFE BEARING EA 2,750.0000 22,000.00 6.000 16,500.00 6.000 16,500.00 64 JOINT SEAL ASSEMBLY (MR 100 MM) M 735.0000 13,230.00 0.000 0.00 S) 65 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 4,250.0000 25,500.00 0.000 0.00 S) 66 JOINT SEAL (MR 50 MM) M 480.0000 3,840.00 0.000 0.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 2.6500 1,582,050.00 13,225.000 35,046.25 587,545.000 1,556,994.25 SF) 68 BAR REINFORCING STEEL (RETAINING WALL) KG 3.4000 21,930.00 6,450.000 21,930.00 SF) 69 BAR REINFORCING STEEL (BOX CULVERT) KG 2.4000 3,240.00 0.000 0.00 F) 70 FURNISH SIGN STRUCTURE (TUBULAR) KG 13.0000 294,645.00 0.000 0.00 F) 71 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 27,198.00 0.000 0.00 SF) 72 METAL (BARRIER MOUNTED SIGN) KG 19.0000 11,590.00 0.000 0.00 S) 73 ROADSIDE SIGN - ONE POST EA 440.0000 880.00 1.000 440.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 220.00 0.000 0.00 METHOD) 75 INSTALL SIGN PANEL ON EXISTING FRAME M2 105.0000 3,255.00 0.000 0.00 76 600 MM REINFORCED CONCRETE PIPE M 325.0000 68,250.00 210.000 68,250.00 PROGRAM CAS145 PAGE 4 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-178504 TIME 02:15 PM ESTIMATE NO. 14 BID OPENING 05/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: GALLARDO, SAMUEL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 900 MM CORRUGATED STEEL PIPE INLET M 1,100.0000 2,200.00 1.000 1,100.00 (2.77 MM THICK) 78 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,650.0000 1,650.00 0.500 825.00 79 MINOR CONCRETE (CURB) M3 735.0000 2,205.00 0.000 0.00 80 MISCELLANEOUS IRON AND STEEL KG 5.5000 6,534.00 0.000 0.00 SF) 81 ISOLATION CASING KG 21.0000 32,760.00 1,560.000 32,760.00 SF) 82 MISCELLANEOUS METAL KG 14.0000 13,930.00 1,000.000 14,000.00 SF)(RESTRAINER - CABLE TYPE) 83 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 103,350.00 4,935.000 64,155.00 SF) 84 CHAIN LINK FENCE (TYPE CL-1.8, M 235.0000 65,800.00 0.000 0.00 S) VINYL-CLAD) 85 CONCRETE BARRIER DELINEATOR (400 MM) M 180.0000 5,400.00 0.000 0.00 86 CHAIN LINK RAILING (TYPE 7) M 645.0000 21,930.00 0.000 0.00 SF) 87 CONCRETE BARRIER (TYPE 28) M 220.0000 154,880.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 60 MOD) M 355.0000 99,400.00 0.000 0.00 89 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 3,600.00 0.000 0.00 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 1,952.00 0.000 0.00 S) 91 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9000 1,102.00 0.000 0.00 S) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8000 224.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 869.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 94 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 2,950.00 1,952.000 1,952.00 S) 95 PAINT PAVEMENT MARKING (2-COAT) M2 18.0000 4,320.00 439.860 7,917.48 S) 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 986.00 122.000 353.80 S) 97 LIGHTING (TEMPORARY) LS 16,500.0000 16,500.00 1.000 16,500.00 S) 98 MODIFY LIGHTING AND SIGN ILLUMINATION LS 77,000.0000 77,000.00 0.100 7,700.00 0.400 30,800.00 S) 99 MODIFY VIDEO IMAGING DETECTION SYSTEM LS 5,720.0000 5,720.00 0.170 972.40 S) 00 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 52,800.0000 52,800.00 0.100 5,280.00 0.400 21,120.00 S) LOCATION 1 PROGRAM CAS145 PAGE 5 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-178504 TIME 02:15 PM ESTIMATE NO. 14 BID OPENING 05/15/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: GALLARDO, SAMUEL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 372,061.00 7,039,411.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 16,240.99 258,470.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 388,301.99 7,297,881.97 01 MOBILIZATION LS 930,000.0000 930,000.00 1.000 930,000.00 ORIGINAL CONTRACT AMOUNT 9,384,480.00 TOTAL WORK COMPLETED 388,301.99 8,227,881.97 MATERIALS ON HAND ON SITE 152,864.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 388,301.99 8,380,746.81 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 07/10/08 360 07/28/08 07/25/08 02/28/10 244 24 0 0 84% 68% PROGRESS IS SATISFACTORY GALLARDO, SAMUEL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/09