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 06/19/08 EST. NO.13 TIME 11:46 AM 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 --------------------------------------------------------------------------- 002 0005 1,207.80 E.W. @ F.A.(+) 041408 N 0375.0 006 0008 462.00 E.W. @ F.A.(+) 043008 N 0394.0 008 0004 600.00 E.W. @ F.A.(+) 042308 N 0395.0 009 0055 601.41 E.W. @ F.A.(+) 051208 N 0368.0 0056 1,929.26 051208 N 0369.0 0057 609.99 051208 N 0379.0 0058 10,188.26 043008 N 0376.0 15,598.72 TOTAL THIS ESTIMATE 313,993.85 TOTAL PREVIOUS ESTIMATE 329,592.57 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 06/19/08 EST. NO.13 TIME 11:46 AM 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 0.00 -146,400.00 TOTAL DEDUCTIONS 0.00 -146,400.00 PROGRAM CAS145 PAGE 1 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 11:46 AM ESTIMATE NO. 13 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 06/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 06/19/08 LOCATION RERUN 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 0.070 245.00 0.503 1,760.50 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,000,000.00 22.000 132,000.00 230.000 1,380,000.00 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 0.300 1,500.00 06 WATER POLLUTION CONTROL LS 87,000.0000 87,000.00 0.110 9,570.00 0.410 35,670.00 07 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.800 40,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 630,000.0000 630,000.00 0.050 31,500.00 0.460 289,800.00 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 7,723.480 23,170.44 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 11,600.00 20.000 800.00 234.000 9,360.00 S) 13 TEMPORARY PAVEMENT MARKER EA 20.0000 25,800.00 972.000 19,440.00 S) 14 TEMPORARY TERMINAL SECTION (TYPE K) EA 615.0000 4,305.00 6.000 3,690.00 S) 15 TEMPORARY RAILING (TYPE K) M 41.0000 219,350.00 4,547.820 186,460.62 S) 16 TEMPORARY CRASH CUSHION MODULE EA 315.0000 85,050.00 14.000 4,410.00 282.000 88,830.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 20.0000 10,800.00 54.000 1,080.00 S) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 90,300.00 21,561.000 75,463.50 S) STRIPE 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.3000 77,740.00 42,250.000 97,175.00 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 29,625.000 59,250.00 S) 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 600.00 2.000 200.00 PROGRAM CAS145 PAGE 2 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 11:46 AM ESTIMATE NO. 13 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 06/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 1,500.00 (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 0.000 0.00 27 CLEAN BRIDGE DECK M2 2.2500 870,837.75 594.580 1,337.81 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 8.000 576.00 S) 30 BRIDGE REMOVAL (PORTION) LS 650,000.0000 650,000.00 0.120 78,000.00 0.950 617,500.00 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 0.000 0.00 33 ROADWAY EXCAVATION M3 170.0000 15,810.00 0.000 0.00 34 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.906 4,530.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 22,000.00 53.900 10,780.00 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 0.000 0.00 S) 38 COMPOST (EROSION CONTROL) M3 1,000.0000 500.00 0.000 0.00 S) 39 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 0.000 0.00 S) 40 PURE LIVE SEED (EROSION CONTROL) KG 250.0000 875.00 0.000 0.00 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 30.170 5,883.15 44 PLACE ASPHALT CONCRETE DIKE M 50.0000 3,600.00 0.000 0.00 45 CONCRETE PAVEMENT M3 310.0000 15,500.00 30.120 9,337.20 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 59.000 118,000.00 F) PROGRAM CAS145 PAGE 3 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 11:46 AM ESTIMATE NO. 13 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 06/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.610 19,098.00 175.710 316,278.00 (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 35.770 1,073.10 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 0.000 0.00 55 REFINISH BRIDGE DECK M2 97.0000 57,230.00 10.000 970.00 129.520 12,563.44 56 FURNISH POLYESTER CONCRETE OVERLAY M3 2,400.0000 345,600.00 0.000 0.00 57 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 221,725.00 0.000 0.00 F) 58 CORE CONCRETE (101 MM - 150 MM) M 700.0000 14,700.00 5.250 3,675.00 5.250 3,675.00 S) 59 REPLACE BEARING PAD EA 110.0000 10,230.00 44.000 4,840.00 44.000 4,840.00 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 10,782.000 43,128.00 SF) 65 TREAT BRIDGE DECK M2 2.2000 851,485.80 554.580 1,220.08 F) 66 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 3,166,668.00 272.250 4,900.50 (LOW ODOR) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 1,000.0000 22,100.00 0.000 0.00 SF)(1.6 MM-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 2,020.00 0.000 0.00 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 0.000 0.00 SF)(2.0 MM-FRAMED) 71 METAL (BARRIER MOUNTED SIGN) KG 30.0000 44,700.00 0.000 0.00 72 ROADSIDE SIGN - ONE POST EA 600.0000 1,200.00 0.000 0.00 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 1.380 11,040.00 1.380 11,040.00 S) 76 MINOR CONCRETE (CURB) M3 1,500.0000 13,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 11:46 AM ESTIMATE NO. 13 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 06/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.250 1,875.00 CONSTRUCTION) 78 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 87,750.00 0.000 0.00 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 0.000 0.00 SF) 81 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 66,000.00 26.610 3,991.50 S) 82 TRANSITION RAILING (TYPE WB) EA 2,500.0000 17,500.00 2.000 5,000.00 S) 83 END CAP (TYPE A) EA 250.0000 1,250.00 2.000 500.00 S) 84 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 1,500.00 0.000 0.00 S) 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 S) 87 CRASH CUSHION (REACT 9CBB) EA 39,350.0000 118,050.00 0.000 0.00 S) 88 QUADGUARD (MODEL QS6906Y) EA 29,470.0000 147,350.00 0.000 0.00 S) 89 QUADGUARD (MODEL QS9006Y) EA 35,000.0000 70,000.00 0.050 1,750.00 S) 90 CONCRETE BARRIER (TYPE 732R) M 275.0000 930,875.00 57.000 15,675.00 2,177.500 598,812.50 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 77.0000 27,720.00 0.000 0.00 S) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 82,995.00 0.000 0.00 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 29,360.00 0.000 0.00 S) 94 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,200.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 96 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 26,600.00 0.000 0.00 S) 97 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 45,250.00 0.000 0.00 S) 98 LIGHTING (TEMPORARY) LS 100,000.0000 100,000.00 0.030 3,000.00 0.860 86,000.00 S) 99 SIZE 53 CONDUIT M 85.0000 204,000.00 2,116.450 179,898.25 S) 00 MODIFY RAMP METERING SYSTEM LS 195,000.0000 195,000.00 0.300 58,500.00 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 4,248.000 42,480.00 S) PROGRAM CAS145 PAGE 5 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 11:46 AM ESTIMATE NO. 13 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 06/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 06 TYPE 21 ELECTROLIER EA 4,200.0000 163,800.00 31.000 130,200.00 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 59.000 70,800.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-222224 TIME 11:46 AM ESTIMATE NO. 13 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 06/20/08 R.E. NAME: PATEL, PRAVIN DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 314,823.00 4,991,201.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,598.72 329,592.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 330,421.72 5,320,794.42 11 MOBILIZATION LS 1600,000.0000 1,600,000.00 0.950 1,520,000.00 ORIGINAL CONTRACT AMOUNT 17,107,480.55 TOTAL WORK COMPLETED 330,421.72 6,840,794.42 MATERIALS ON HAND ON SITE 311,669.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -146,400.00 TOTAL 330,421.72 7,006,064.18 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 07/16/09 231 18 0 0 39% 46% PROGRESS IS SATISFACTORY PATEL, PRAVIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/19/08