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 04/21/06 EST. NO.10 TIME 01:32 PM R.E. NAME: TABAR, MEHRDAD (ISAAC) 12-0A7614 --------------------------------------------------------------------------- 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 04/21/06 EST. NO.10 TIME 01:32 PM R.E. NAME: TABAR, MEHRDAD (ISAAC) 12-0A7614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7614 TIME 01:32 PM ESTIMATE NO. 10 BID OPENING 05/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: TABAR, MEHRDAD (ISAAC) DATE OF THIS ESTIMATE 04/21/06 LOCATION PROGRESS ESTIMATE 12-ORA-405-15.9/16.3 ----------------- BEADOR CONSTRUCTION CO., INC. IN ORANGE COUNTY IN HUNTINGTON 26320 LESTER CIRCLE BEACH AND WESTMINISTER ON ROUTE 405 CORONA, CA 92883 FROM 0.2 KM NORTHWEST OF NEWLAND STREET OVERCORSSING TO 1.14 KM NORTHWOEST OF EDINGER AVENUE FED. AID NO. ACIM-405 -2(923)108,ACIM-405 -2(923)E ADD AN OFFRAMP CHANNELIZATION LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 2,500.0000 2,500.00 0.750 1,875.00 02 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 11,000.0000 11,000.00 0.950 10,450.00 04 CONSTRUCTION AREA SIGNS LS 16,500.0000 16,500.00 0.700 11,550.00 S) 05 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.950 33,250.00 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 1,092.00 9.000 252.00 39.000 1,092.00 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.950 23,750.00 S) 08 TEMPORARY RAILING (TYPE K) M 42.5000 32,725.00 810.970 34,466.23 09 TEMPORARY CRASH CUSHION MODULE EA 195.0000 16,380.00 14.000 2,730.00 101.000 19,695.00 10 TEMPORARY TRAFFIC SCREEN M 6.0000 4,620.00 810.980 4,865.88 11 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.3000 2,743.00 146.000 189.80 12 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.0000 1,250.00 1,742.000 1,742.00 STRIPE 13 REMOVE PAINTED TRAFFIC STRIPE M 0.6000 4,110.00 607.320 364.39 1,319.320 791.59 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 112.00 211.000 422.00 15 REMOVE PAVEMENT MARKER EA 1.4000 1,540.00 18.000 25.20 1,017.000 1,423.80 16 REMOVE ROADSIDE SIGN (WOOD POST) EA 220.0000 1,320.00 6.000 1,320.00 17 REMOVE SIGN STRUCTURE EA 2,800.0000 2,800.00 1.000 2,800.00 18 REMOVE PIPE M 125.0000 2,250.00 18.000 2,250.00 19 REMOVE INLET EA 550.0000 2,200.00 4.000 2,200.00 20 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 55,000.00 550.000 55,000.00 550.000 55,000.00 (WOOD POST) 21 RECONSTRUCT MEDIAN SURFACING M3 211.0000 6,541.00 0.000 0.00 22 RELOCATE CONCRETE BARRIER (TYPE K) EA 14.0000 15,260.00 247.400 3,463.60 887.600 12,426.40 PROGRAM CAS145 PAGE 2 DATE 04/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7614 TIME 01:32 PM ESTIMATE NO. 10 BID OPENING 05/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: TABAR, MEHRDAD (ISAAC) DATE OF THIS ESTIMATE 04/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 65.0000 3,250.00 0.000 0.00 S) (75 MM MAXIMUM) 24 REMOVE CONCRETE CURB M 41.0000 9,840.00 241.000 9,881.00 25 CAP INLET EA 1,650.0000 9,900.00 6.000 9,900.00 26 REMOVE CRASH CUSHION (SAND FILLED) EA 170.0000 2,210.00 13.000 2,210.00 27 REMOVE SLOPE PAVING (CONCRETE) M3 235.0000 4,935.00 21.000 4,935.00 F) 28 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 29 ROADWAY EXCAVATION M3 28.0000 110,040.00 25.000 700.00 3,930.000 110,040.00 30 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 104,000.00 520.000 104,000.00 (AERIALLY DEPOSITED LEAD) 31 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 32 STRUCTURE EXCAVATION (TIEBACK WALL) M3 67.0000 7,102.00 106.000 7,102.00 F) 33 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 164.0000 8,856.00 54.000 8,856.00 F) 34 STRUCTURE BACKFILL (TIEBACK WALL) M3 275.0000 2,200.00 8.000 2,200.00 8.000 2,200.00 F) 35 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 310.0000 2,170.00 7.000 2,170.00 7.000 2,170.00 F) 36 SOIL NAIL ASSEMBLY M 145.0000 45,675.00 315.000 45,675.00 S) 37 HIGHWAY PLANTING LS 21,000.0000 21,000.00 0.000 0.00 S) 38 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 39 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.810 8,100.00 S) 40 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 0.600 18,000.00 S) 41 250 MM CORRUGATED STEEL PIPE CONDUIT M 320.0000 10,880.00 34.000 10,880.00 S) (1.63 MM THICK) 42 EXTEND 200 MM CONDUIT M 340.0000 10,880.00 32.000 10,880.00 S) 43 CLASS 2 AGGREGATE SUBBASE M3 52.0000 56,680.00 1,090.000 56,680.00 44 CLASS 2 AGGREGATE BASE M3 52.0000 97,240.00 1,870.000 97,240.00 45 ASPHALT CONCRETE (TYPE A) TONN 71.0000 150,520.00 2,004.050 142,287.55 2,572.960 182,680.16 46 ASPHALT CONCRETE BASE (TYPE A) TONN 71.0000 83,780.00 1,000.000 71,000.00 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 82.0000 5,412.00 66.000 5,412.00 66.000 5,412.00 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 15.0000 225.00 16.800 252.00 16.800 252.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 680.00 68.900 689.00 68.900 689.00 PROGRAM CAS145 PAGE 3 DATE 04/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7614 TIME 01:32 PM ESTIMATE NO. 10 BID OPENING 05/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: TABAR, MEHRDAD (ISAAC) DATE OF THIS ESTIMATE 04/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 920.00 92.400 924.00 92.400 924.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 4,300.00 430.000 4,300.00 430.000 4,300.00 52 TIEBACK ANCHOR EA 3,550.0000 71,000.00 20.000 71,000.00 S) 53 STRUCTURAL CONCRETE, RETAINING WALL M3 1,050.0000 65,100.00 62.000 65,100.00 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 30,020.00 15.800 30,020.00 F) 55 ARCHITECTURAL TEXTURE M2 125.0000 13,375.00 10.700 1,337.50 96.300 12,037.50 F) (RIBBED BOX PATTERN) 56 BAR REINFORCING STEEL (RETAINING WALL) KG 3.7500 43,875.00 11,700.000 43,875.00 SF) 57 SHOTCRETE M3 770.0000 49,280.00 64.000 49,280.00 F) 58 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 58,440.00 0.000 0.00 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 0.9000 4,383.00 0.000 0.00 SF) 60 1524 MM CIDH CONCRETE PILE M 2,200.0000 15,400.00 7.000 15,400.00 7.000 15,400.00 S) (SIGN FOUNDATION) 61 ROADSIDE SIGN - ONE POST EA 550.0000 3,300.00 0.000 0.00 62 ROADSIDE SIGN - TWO POST EA 1,500.0000 3,000.00 0.000 0.00 63 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 220.0000 660.00 0.000 0.00 METHOD) 64 INSTALL SIGN PANEL ON EXISTING FRAME M2 65.0000 1,625.00 0.000 0.00 65 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 27,000.00 26.200 26,200.00 66 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,350.0000 1,080.00 0.780 1,053.00 67 REPLACE SLOPE PAVING (CONCRETE) M3 1,200.0000 1,680.00 1.400 1,680.00 1.400 1,680.00 F) 68 MINOR CONCRETE (MISCELLANEOUS M3 365.0000 5,475.00 0.000 0.00 CONSTRUCTION) 69 MINOR CONCRETE (GUTTER) M 215.0000 16,340.00 76.000 16,340.00 76.000 16,340.00 F) 70 MISCELLANEOUS IRON AND STEEL KG 5.0000 9,060.00 1,812.000 9,060.00 SF) 71 OBJECT MARKER (TYPE P) EA 82.0000 984.00 9.000 738.00 72 OBJECT MARKER (TYPE R) EA 109.0000 327.00 2.000 218.00 73 CABLE RAILING M 45.0000 3,420.00 76.000 3,420.00 76.000 3,420.00 SF) 74 METAL BEAM GUARD RAILING EA 4,250.0000 4,250.00 1.000 4,250.00 1.000 4,250.00 S) TRANSITION RAILING (TYPE WB) 75 TERMINAL SYSTEM (TYPE SRT) EA 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500.00 S) 76 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 925.0000 3,700.00 4.000 3,700.00 4.000 3,700.00 S) PROGRAM CAS145 PAGE 4 DATE 04/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7614 TIME 01:32 PM ESTIMATE NO. 10 BID OPENING 05/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: TABAR, MEHRDAD (ISAAC) DATE OF THIS ESTIMATE 04/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0.00 S) 78 CONCRETE BARRIER (TYPE 60) M 800.0000 4,000.00 5.000 4,000.00 79 CONCRETE BARRIER (TYPE 60D) M 180.0000 13,680.00 76.000 13,680.00 76.000 13,680.00 80 CONCRETE BARRIER (TYPE 60E) M 830.0000 38,180.00 46.370 38,487.10 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 3,198.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 1,617.00 0.000 0.00 S) 83 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 1,190.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 84 PAINT TRAFFIC STRIPE (2-COAT) M 0.9000 7,263.00 932.010 838.81 5,188.970 4,670.07 S) 85 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7000 1,768.00 508.000 863.60 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 3,458.00 87.000 330.60 402.000 1,527.60 S) 87 LIGHTING (TEMPORARY) LS 24,000.0000 24,000.00 0.200 4,800.00 1.000 24,000.00 S) 88 LIGHTING AND SIGN ILLUMINATION LS 71,000.0000 71,000.00 0.400 28,400.00 0.950 67,450.00 S) 89 MODIFY COMMUNICATION SYSTEM LS 154,000.0000 154,000.00 0.500 77,000.00 1.000 154,000.00 S) 90 COMMUNICATION SYSTEM (TEMPORARY) LS 64,000.0000 64,000.00 0.200 12,800.00 1.000 64,000.00 S) 91 RAMP METERING SYSTEM LS 27,500.0000 27,500.00 0.250 6,875.00 1.000 27,500.00 S) PROGRAM CAS145 PAGE 5 DATE 04/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7614 TIME 01:32 PM ESTIMATE NO. 10 BID OPENING 05/26/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: TABAR, MEHRDAD (ISAAC) DATE OF THIS ESTIMATE 04/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 415,121.65 1,778,615.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 1,943.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 415,121.65 1,780,559.27 92 MOBILIZATION LS 148,434.0000 148,434.00 1.000 148,434.00 ORIGINAL CONTRACT AMOUNT 2,133,700.00 TOTAL WORK COMPLETED 415,121.65 1,928,993.27 MATERIALS ON HAND ON SITE 980.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 415,121.65 1,929,973.80 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 06/21/05 300 07/16/05 07/16/05 09/20/06 161 25 0 0 89% 89% PROGRESS IS SATISFACTORY TABAR, MEHRDAD (ISAAC) RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/06