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 06/16/09 EST. NO.13 TIME 09:44 AM R.E. NAME: OH, KENNETH 12-0F8204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/16/09 EST. NO.13 TIME 09:44 AM R.E. NAME: OH, KENNETH 12-0F8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION REF LTR DTD 4-30-05 -5,000.00 12 REF LTR DTD 4-30-09 2,000.00 13 2,000.00 -3,000.00 TOTAL DEDUCTIONS 2,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F8204 TIME 09:44 AM ESTIMATE NO. 13 BID OPENING 03/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 06/16/09 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-13.8/13.8 ----------------------- O'DONNELL CONSTRUCTION INC. IN ORANGE COUNTY IN MISSION VIEJO 559 W. COVINA BLVD. AT CROWN VALLEY PARKWAY SAN DIMAS, CA 91773-2911 FED. AID NO. N O N E WIDEN RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.080 800.00 1.000 10,000.00 02 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 S) PREVENTION PLAN 03 TEMPORARY FIBER ROLL LF 3.0000 3,600.00 1,200.000 3,600.00 04 TEMPORARY SILT FENCE LF 3.0000 990.00 330.000 990.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 600.0000 1,800.00 3.000 1,800.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 3.000 8,400.00 07 MOVE-IN/MOVE-OUT EA 650.0000 650.00 1.000 650.00 S) (TEMPORARY EROSION CONTROL) 08 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,500.00 6.000 1,500.00 09 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 31,200.00 0.000 0.00 S) (BONDED FIBER MATRIX) 10 STREET SWEEPING LS 2,500.0000 2,500.00 0.050 125.00 0.950 2,375.00 11 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.050 100.00 0.950 1,900.00 S) 12 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.030 750.00 0.980 24,500.00 S) 13 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.7000 935.00 544.000 924.80 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 1,660.00 4,998.000 1,999.20 15 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 360.00 44.000 1,760.00 16 TEMPORARY PAVEMENT MARKER EA 2.7000 1,269.00 490.000 1,323.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,000.0000 2,000.00 0.050 100.00 0.950 1,900.00 S) 18 TEMPORARY RAILING (TYPE K) LF 15.0000 44,850.00 3,550.000 53,250.00 19 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 51.000 15,300.00 20 TEMPORARY TRAFFIC SCREEN LF 2.0000 5,980.00 3,210.000 6,420.00 21 ABANDON CULVERT LF 5.0000 650.00 127.000 635.00 22 REMOVE METAL BEAM GUARD RAILING LF 14.0000 2,800.00 200.000 2,800.00 S) PROGRAM CAS145 PAGE 2 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F8204 TIME 09:44 AM ESTIMATE NO. 13 BID OPENING 03/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.5000 3,795.00 734.000 4,037.00 S) STRIPE 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,120.00 2,570.000 2,056.00 S) 25 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.8000 1,206.00 348.000 626.40 S) 26 REMOVE PAVEMENT MARKER EA 1.1000 803.00 444.000 488.40 27 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,200.00 10.000 1,000.00 28 REMOVE ROADSIDE SIGN EA 75.0000 375.00 5.000 375.00 (STRAP AND SADDLE BRACKET METHOD) 29 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 1.000 100.00 30 REMOVE SIGN STRUCTURE EA 3,200.0000 3,200.00 1.000 3,200.00 31 REMOVE INLET EA 700.0000 700.00 1.000 700.00 32 REMOVE INLET (PORTIONS) EA 600.0000 1,800.00 3.000 1,800.00 33 REMOVE RETAINING WALL (PORTION) LS 4,000.0000 4,000.00 1.000 4,000.00 34 REMOVE CONCRETE PAVEMENT SQYD 22.0000 3,520.00 160.000 3,520.00 35 REMOVE DELINEATOR EA 20.0000 120.00 6.000 120.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 8,800.00 3,520.000 8,800.00 S) 37 REMOVE CONCRETE CURB LF 6.0000 1,980.00 330.000 1,980.00 38 REMOVE CONCRETE BARRIER LF 19.0000 15,770.00 830.000 15,770.00 39 CAP INLET EA 1,500.0000 1,500.00 1.000 1,500.00 40 CLEARING AND GRUBBING LS 3,000.0000 3,000.00 0.100 300.00 1.000 3,000.00 41 ROADWAY EXCAVATION CY 37.0000 31,450.00 850.000 31,450.00 42 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 S) 43 STRUCTURE EXCAVATION (RETAINING WALL) CY 37.0000 19,314.00 522.000 19,314.00 F) 44 STRUCTURE BACKFILL (RETAINING WALL) CY 85.0000 35,190.00 414.000 35,190.00 F) 45 SAND BACKFILL CY 80.0000 1,200.00 15.000 1,200.00 46 HIGHWAY PLANTING LS 9,500.0000 9,500.00 0.500 4,750.00 0.500 4,750.00 S) 47 PLANT ESTABLISHMENT WORK LS 1,800.0000 1,800.00 0.000 0.00 S) 48 MAINTAIN EXISTING IRRIGATION FACILITIES LS 1,100.0000 1,100.00 0.350 385.00 0.950 1,045.00 S) 49 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 0.100 1,500.00 S) PROGRAM CAS145 PAGE 3 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F8204 TIME 09:44 AM ESTIMATE NO. 13 BID OPENING 03/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EXTEND 250 MM CONDUIT LS 4,500.0000 4,500.00 0.000 0.00 S) 51 CLASS 2 AGGREGATE SUBBASE CY 60.0000 31,800.00 530.000 31,800.00 52 CLASS 2 AGGREGATE BASE CY 60.0000 1,800.00 31.000 1,860.00 53 LEAN CONCRETE BASE CY 190.0000 9,500.00 50.000 9,500.00 54 ASPHALT CONCRETE (TYPE A) TON 132.0000 42,240.00 4.100 541.20 338.030 44,619.96 55 ASPHALT CONCRETE BASE (TYPE A) TON 132.0000 52,800.00 409.840 54,098.88 56 RUBBERIZED ASPHALT CONCRETE (TYPE G) TON 105.0000 93,450.00 552.450 58,007.25 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 12.0000 2,640.00 265.000 3,180.00 265.000 3,180.00 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 24.0000 1,440.00 73.000 1,752.00 73.000 1,752.00 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 24.0000 1,560.00 79.000 1,896.00 79.000 1,896.00 60 ASPHALTIC EMULSION (PAINT BINDER) TON 2,200.0000 17,600.00 8.000 17,600.00 61 CONCRETE PAVEMENT (RAMP TERMINI) CY 320.0000 27,200.00 85.000 27,200.00 62 SEAL PAVEMENT JOINT LF 20.0000 7,600.00 0.000 0.00 S) 63 SEAL LONGITUDINAL ISOLATION JOINT LF 32.0000 10,560.00 0.000 0.00 S) 64 GRIND EXISTING CONCRETE SQYD 55.0000 4,950.00 90.000 4,950.00 90.000 4,950.00 S) PAVEMENT 65 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 190.0000 45,600.00 234.000 44,460.00 S) 66 FURNISH PILING (CLASS 90) LF 36.0000 72,180.00 2,005.000 72,180.00 (ALTERNATIVE X) 67 DRIVE PILE (CLASS 90) EA 1,550.0000 91,450.00 59.000 91,450.00 S) (ALTERNATIVE X) 68 STRUCTURAL CONCRETE, RETAINING WALL CY 575.0000 125,925.00 218.000 125,350.00 F) 69 MINOR CONCRETE (MINOR STRUCTURE) CY 2,800.0000 35,840.00 3.720 10,416.00 12.800 35,840.00 F) 70 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 36,480.00 30,400.000 36,480.00 SF) 71 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 106,520.00 0.000 0.00 F) 72 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 5,326.00 0.000 0.00 SF) 73 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 1,260.00 70.000 1,260.00 70.000 1,260.00 74 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 474.00 79.000 474.00 79.000 474.00 (0.063"-UNFRAMED) 75 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 54.00 9.000 54.00 9.000 54.00 (0.080"-UNFRAMED) 76 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 438.00 73.000 438.00 73.000 438.00 (0.063"-FRAMED) PROGRAM CAS145 PAGE 4 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F8204 TIME 09:44 AM ESTIMATE NO. 13 BID OPENING 03/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.0000 432.00 72.000 432.00 72.000 432.00 (0.080"-FRAMED) 78 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 480.0000 19,200.00 28.750 13,800.00 40.000 19,200.00 S) (SIGN FOUNDATION) 79 ROADSIDE SIGN - ONE POST EA 600.0000 3,000.00 5.000 3,000.00 5.000 3,000.00 80 ROADSIDE SIGN - TWO POST EA 800.0000 5,600.00 7.000 5,600.00 7.000 5,600.00 81 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 900.00 9.000 900.00 9.000 900.00 METHOD) 82 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 150.00 1.000 150.00 1.000 150.00 EXISTING POST 83 18" REINFORCED CONCRETE PIPE LF 85.0000 3,230.00 38.000 3,230.00 84 24" REINFORCED CONCRETE PIPE LF 105.0000 14,700.00 138.000 14,490.00 85 GRATED LINE DRAIN LF 45.0000 2,250.00 51.000 2,295.00 51.000 2,295.00 86 MINOR CONCRETE (CURB) CY 700.0000 15,400.00 22.000 15,400.00 87 MINOR CONCRETE (PATTERNED) CY 750.0000 15,000.00 20.000 15,000.00 88 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 540.00 0.000 0.00 89 MISCELLANEOUS IRON AND STEEL LB 1.5000 4,891.50 2,899.000 4,348.50 3,261.000 4,891.50 SF) 90 DELINEATOR (CLASS 1) (MODIFIED) EA 20.0000 100.00 0.000 0.00 91 DELINEATOR (CLASS 1) EA 20.0000 20.00 0.000 0.00 92 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 7,800.00 260.000 7,800.00 S) 93 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 1.000 800.00 S) 94 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 S) 95 CONCRETE BARRIER (TYPE 60) LF 60.0000 39,600.00 662.000 39,720.00 96 CONCRETE BARRIER (TYPE 736A) LF 78.0000 26,520.00 340.000 26,520.00 F) 97 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,020.00 0.000 0.00 S) 98 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 909.00 0.000 0.00 S) 99 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 3,025.00 0.000 0.00 S) 00 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 108.00 0.000 0.00 S) (BROKEN 6-1) 01 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7000 1,037.00 0.000 0.00 S) 02 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 594.00 0.000 0.00 S) 03 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,800.0000 3,800.00 0.600 2,280.00 0.950 3,610.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F8204 TIME 09:44 AM ESTIMATE NO. 13 BID OPENING 03/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MODIFY COMMUNICATION SYSTEM LS 38,000.0000 38,000.00 0.050 1,900.00 0.050 1,900.00 S) 05 MODIFY RAMP METERING SYSTEM LS 5,500.0000 5,500.00 0.000 0.00 S) 06 MODIFY SIGNAL AND LIGHTING LS 79,000.0000 79,000.00 0.430 33,970.00 0.900 71,100.00 S) 07 MODIFY LIGHTING AND SIGN ILLUMINATION LS 51,000.0000 51,000.00 0.270 13,770.00 1.000 51,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F8204 TIME 09:44 AM ESTIMATE NO. 13 BID OPENING 03/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: OH, KENNETH DATE OF THIS ESTIMATE 06/16/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 114,716.70 1,249,287.39 ADJUSTMENT OF COMPENSATION 0.00 3,593.67 EXTRA WORK 0.00 9,392.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 114,716.70 1,262,273.61 08 MOBILIZATION LS 90,000.0000 90,000.00 1.000 90,000.00 ORIGINAL CONTRACT AMOUNT 1,604,600.50 TOTAL WORK COMPLETED 114,716.70 1,352,273.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -3,000.00 TOTAL 116,716.70 1,349,273.61 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 04/11/08 215 05/12/08 05/12/08 06/23/09 251 25 38 0 80% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DEF TIME OH, KENNETH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/09