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 12/23/08 EST. NO.20 TIME 02:15 PM R.E. NAME: PATEL, PRAVIN 07-222224 --------------------------------------------------------------------------- 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 12/23/08 EST. NO.20 TIME 02:15 PM R.E. NAME: PATEL, PRAVIN 07-222224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP NON-COMPLIANCE -15,000.00 08 LATE LANE CLOSURE -80,300.00 09 LATE REOPEN -51,100.00 11 LATE CPM SUBMITTAL -50,000.00 14 CPM SCH. NON-SUB -100,000.00 16 LANE CLSR LATE OPEN -102,200.00 19 SUBMITTAL OF CPM SCH 50,000.00 19 LANE CLSR LATE OP N -65,700.00 20 SUBMITTAL OF CPM SCH 50,000.00 20 -15,700.00 -364,300.00 TOTAL DEDUCTIONS -15,700.00 -364,300.00 PROGRAM CAS145 PAGE 1 DATE 12/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 02:15 PM ESTIMATE NO. 20 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 12/23/08 LOCATION PROGRESS ESTIMATE 07-LA-10-14.2/18.1 ----------------- BALFOUR BEATTY INFRASTRUCTURE, IN LOS ANGELES COUNTY AT VARIOUS INC. LOCATIONS 2012 CECILIA CIRCLE, SUITE101 CORONA, CA 92881 FED. AID NO. ACIM-X037(134)E ,ACNH-P060(132)E BRIDGE RESTORATION ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.550 1,925.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,000,000.00 18.000 108,000.00 350.000 2,100,000.00 03 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.850 127,500.00 04 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.750 3,750.00 PROGRAM 05 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 06 WATER POLLUTION CONTROL LS 87,000.0000 87,000.00 0.040 3,480.00 0.660 57,420.00 07 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.830 41,500.00 S) 08 TRAFFIC CONTROL SYSTEM LS 630,000.0000 630,000.00 0.040 25,200.00 0.710 447,300.00 S) 09 TYPE II BARRICADE EA 65.0000 520.00 10.000 650.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 1,375.00 20.240 506.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 32,100.00 7,888.480 23,665.44 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 11,600.00 258.000 10,320.00 S) 13 TEMPORARY PAVEMENT MARKER EA 20.0000 25,800.00 989.000 19,780.00 S) 14 TEMPORARY TERMINAL SECTION (TYPE K) EA 615.0000 4,305.00 5.000 3,075.00 S) 15 TEMPORARY RAILING (TYPE K) M 41.0000 219,350.00 5,228.720 214,377.52 S) 16 TEMPORARY CRASH CUSHION MODULE EA 315.0000 85,050.00 340.000 107,100.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 20.0000 10,800.00 30.900 618.00 494.500 9,890.00 S) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 90,300.00 25,929.000 90,751.50 S) STRIPE 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.3000 77,740.00 54,709.910 125,832.79 S) 20 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 14,350.00 323.930 11,337.55 S) 21 REMOVE PAVEMENT MARKER EA 2.0000 47,400.00 39,527.000 79,054.00 S) 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 600.00 6.000 600.00 PROGRAM CAS145 PAGE 2 DATE 12/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 02:15 PM ESTIMATE NO. 20 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 12/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 17.000 1,700.00 (STRAP AND SADDLE BRACKET METHOD) 24 REMOVE CONCRETE DECK SURFACE M2 11.6000 73,486.00 0.000 0.00 25 REMOVE CONCRETE M3 400.0000 18,000.00 25.000 10,000.00 26 PREPARE CONCRETE BRIDGE DECK SURFACE M2 3.0000 19,005.00 387.140 1,161.42 387.140 1,161.42 27 CLEAN BRIDGE DECK M2 2.2500 870,837.75 73,976.900 166,448.03 348,308.200 783,693.45 28 TEMPORARY ACCESS OPENING, DECK EA 3,100.0000 43,400.00 0.000 0.00 29 REMOVE CRASH CUSHION EA 72.0000 720.00 10.000 720.00 S) 30 BRIDGE REMOVAL (PORTION) LS 650,000.0000 650,000.00 1.000 650,000.00 31 ASBESTOS CONTAINING MATERIALS REMOVAL LS 15,000.0000 15,000.00 1.000 15,000.00 S) 32 CLEARING AND GRUBBING LS 800.0000 800.00 1.000 800.00 33 ROADWAY EXCAVATION M3 170.0000 15,810.00 25.000 4,250.00 34 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 22,000.00 104.700 20,940.00 F) 36 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 24,640.00 53.900 11,858.00 F) 37 FIBER (EROSION CONTROL) KG 100.0000 4,000.00 40.000 4,000.00 S) 38 COMPOST (EROSION CONTROL) M3 1,000.0000 500.00 0.500 500.00 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 1.000 1,000.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 250.0000 875.00 3.500 875.00 S) 41 AGGREGATE BASE (APPROACH SLAB) M3 754.0000 31,668.00 0.000 0.00 42 CLASS 3 AGGREGATE BASE M3 500.0000 500.00 0.680 340.00 43 LEAN CONCRETE BASE M3 195.0000 14,625.00 55.960 10,912.20 44 PLACE ASPHALT CONCRETE DIKE M 50.0000 3,600.00 0.000 0.00 45 CONCRETE PAVEMENT M3 310.0000 15,500.00 41.370 12,824.70 46 REPLACE CONCRETE PAVEMENT M3 2,040.0000 12,240.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 47 SEAL PAVEMENT JOINT M 25.0000 2,250.00 0.000 0.00 48 TIE BAR (DRILL AND BOND) EA 50.0000 700.00 0.000 0.00 49 STRUCTURAL CONCRETE, BRIDGE M3 2,000.0000 232,000.00 94.500 189,000.00 F) PROGRAM CAS145 PAGE 3 DATE 12/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 02:15 PM ESTIMATE NO. 20 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 12/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,800.0000 750,600.00 266.210 479,178.00 (TYPE R) 51 PAVING NOTCH EXTENSION M3 14,000.0000 33,600.00 1.160 16,240.00 52 DRILL AND BOND DOWEL M 30.0000 5,490.00 36.000 1,080.00 53 CLEAN EXPANSION JOINT M 100.0000 23,900.00 0.000 0.00 54 RAPID SETTING CONCRETE (PATCH) M3 4,400.0000 66,000.00 2.300 10,120.00 55 REFINISH BRIDGE DECK M2 97.0000 57,230.00 545.620 52,925.14 56 FURNISH POLYESTER CONCRETE OVERLAY M3 2,400.0000 345,600.00 6.550 15,720.00 6.550 15,720.00 57 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 221,725.00 326.000 11,410.00 326.000 11,410.00 F) 58 CORE CONCRETE (101 MM - 150 MM) M 700.0000 14,700.00 22.860 16,002.00 S) 59 REPLACE BEARING PAD EA 110.0000 10,230.00 91.000 10,010.00 60 JOINT SEAL (MR 30 MM) M 145.0000 26,680.00 0.000 0.00 S) 61 JOINT SEAL (MR 15 MM) M 135.0000 9,585.00 0.000 0.00 S) 62 JOINT SEAL (MR 40 MM) M 260.0000 22,620.00 0.000 0.00 S) 63 JOINT SEAL (MR 50 MM) M 250.0000 14,750.00 0.000 0.00 S) 64 BAR REINFORCING STEEL (BRIDGE) KG 4.0000 84,800.00 21,200.000 84,800.00 SF) 65 TREAT BRIDGE DECK M2 2.2000 851,485.80 71,535.800 157,378.76 345,866.800 760,906.96 F) 66 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 3,166,668.00 51,931.010 934,758.18 176,627.300 3,179,291.40 (LOW ODOR) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 1,000.0000 22,100.00 11.120 11,120.00 11.120 11,120.00 SF)(1.6 MM-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,020.00 4.320 432.00 4.320 432.00 SF)(2.0 MM-UNFRAMED) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 360.00 0.000 0.00 SF)(1.6 MM-FRAMED) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 625.00 2.250 562.50 2.250 562.50 SF)(2.0 MM-FRAMED) 71 METAL (BARRIER MOUNTED SIGN) KG 30.0000 44,700.00 1,000.000 30,000.00 1,000.000 30,000.00 72 ROADSIDE SIGN - ONE POST EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200.00 73 ROADSIDE SIGN EA 500.0000 8,500.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 74 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0.00 EXISTING POST 75 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 8,000.0000 27,200.00 1.820 14,560.00 S) 76 MINOR CONCRETE (CURB) M3 1,500.0000 13,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 02:15 PM ESTIMATE NO. 20 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 12/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MISCELLANEOUS M3 1,500.0000 10,500.00 5.440 8,160.00 CONSTRUCTION) 78 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 87,750.00 5,201.300 78,019.50 SF) 79 CLEAN BRIDGE DECK DRAIN EA 871.0000 30,485.00 9.000 7,839.00 S) 80 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 297,000.00 100.000 1,000.00 SF) 81 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 66,000.00 92.780 13,917.00 429.550 64,432.50 S) 82 TRANSITION RAILING (TYPE WB) EA 2,500.0000 17,500.00 7.000 17,500.00 S) 83 END CAP (TYPE A) EA 250.0000 1,250.00 1.000 250.00 4.000 1,000.00 S) 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 S) 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 1.000 3,500.00 3.000 10,500.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 2.000 5,000.00 S) 87 CRASH CUSHION (REACT 9CBB) EA 39,350.0000 118,050.00 3.000 118,050.00 S) 88 QUADGUARD (MODEL QS6906Y) EA 29,470.0000 147,350.00 4.000 117,880.00 S) 89 QUADGUARD (MODEL QS9006Y) EA 35,000.0000 70,000.00 1.500 52,500.00 S) 90 CONCRETE BARRIER (TYPE 732R) M 275.0000 930,875.00 2,987.500 821,562.50 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 77.0000 27,720.00 52.890 4,072.53 52.890 4,072.53 S) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 82,995.00 22,728.000 37,501.20 39,644.200 65,412.93 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 29,360.00 3,816.000 15,264.00 4,587.180 18,348.72 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,200.00 2,007.000 6,021.00 3,197.060 9,591.18 S) (BROKEN 3.66 M - 0.92 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 25,250.000 25,250.00 42,297.290 42,297.29 S) (BROKEN 10.98 M - 3.66 M) 96 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 26,600.00 6,932.000 13,864.00 11,724.000 23,448.00 S) 97 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 45,250.00 4,392.000 21,960.00 6,944.000 34,720.00 S) 98 LIGHTING (TEMPORARY) LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000.00 S) 99 SIZE 53 CONDUIT M 85.0000 204,000.00 2,195.450 186,613.25 S) 00 MODIFY RAMP METERING SYSTEM LS 195,000.0000 195,000.00 0.750 146,250.00 S) 01 310-WATT HIGH PRESSURE SODIUM LUMINAIRE EA 520.0000 20,800.00 31.000 16,120.00 S) WITHOUT PHOTOELECTRIC CELL 02 REMOVE ELECTROLIER EA 520.0000 25,480.00 47.000 24,440.00 S) 03 CONDUCTOR (NO. 6) M 10.0000 58,000.00 6,139.000 61,390.00 S) PROGRAM CAS145 PAGE 5 DATE 12/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 02:15 PM ESTIMATE NO. 20 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 12/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONDUCTOR (NO. 4) M 10.0000 21,500.00 1,006.000 10,060.00 S) 05 TYPE 30 ELECTROLIER EA 6,700.0000 6,700.00 1.000 6,700.00 S) 06 TYPE 21 ELECTROLIER EA 4,200.0000 163,800.00 38.000 159,600.00 S) 07 NO. 5 PULL BOX EA 400.0000 1,600.00 4.000 1,600.00 S) 08 REMOVE PULL BOX EA 280.0000 32,200.00 53.000 14,840.00 S) 09 REMOVE CONDUIT AND CONDUCTOR M 27.0000 54,000.00 2,066.730 55,801.71 S) 10 NO. 9A PULL BOX EA 1,200.0000 102,000.00 60.000 72,000.00 S) PROGRAM CAS145 PAGE 6 DATE 12/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 02:15 PM ESTIMATE NO. 20 BID OPENING 04/12/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 12/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,615,588.62 12,259,716.68 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 407,063.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,615,588.62 12,666,780.43 11 MOBILIZATION LS 1600,000.0000 1,600,000.00 1.000 1,600,000.00 ORIGINAL CONTRACT AMOUNT 17,107,480.55 TOTAL WORK COMPLETED 1,615,588.62 14,266,780.43 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -15,700.00 -364,300.00 TOTAL 1,599,888.62 13,902,480.43 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 06/04/07 500 06/19/07 06/19/07 07/27/09 347 24 0 0 80% 69% PROGRESS IS SATISFACTORY PATEL, PRAVIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 12/23/08