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 02/09/09 EST. NO.35 TIME 03:07 PM R.E. NAME: LAW CLIFFORD 04-1123K4 --------------------------------------------------------------------------- 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 0163 1,358.84 E.W. @ F.A.(+) 121008 N 2518 0 0167 432.62 011509 N 2695 0 0169 126.26 122908 N 2565R2 007 0081 524.85 E.W. @ F.A.(+) 122008 N 2553 0 0084 823.93 010609 N 2676R1 017 0133 286.83 E.W. @ F.A.(+) 122908 N 2568#1 0134 70.52 123108 N 2568#2 0136 316.00 011409 N 2697 0 0137 157.99 011309 N 2686R1 023 0024 444.97 E.W. @ F.A.(+) 092908 N 2404R1 025 0003 8,030.54 A.C. @ U.P.(+) 012109 N ACUP08 026 0010 1,307.17 E.W. @ F.A.(+) 101308 N 2419 0 0016 1,071.95 102108 N 2429 0 0025 9,439.54 092208 N 2411R1 0039 6,664.70 101508 N 2425R0 030 0001 2,400.49 E.W. @ F.A.(+) 110508 N 2448R0 0002 315.98 111308 N 2608 0 0004 1,295.60 110608 N 2475R1 0005 272.45 102808 N 2610 0 0006 524.85 111408 N 2609R1 031 0003 3,036.05 E.W. @ F.A.(+) 072808 N 2604R1 036 0006 851.39 E.W. @ F.A.(+) 091708 N 2391 0 0008 1,074.99 091708 N 2391R1 0021 2,939.04 072208 N 2394-4 041 0008 588.16 E.W. @ F.A.(+) 101708 N 2311 0 0015 9,867.75 103008 N 2439 0 0019 14,284.32 103108 N 2442 0 0026 958.55 103108 N 2442R1 0042-1 -2,367.32 120608 N 2512R1 DAO CORRECTING ENTRY 0042-2 1,794.56 120608 N 2512R1 DAO CORRECTING ENTRY 0050 3,251.56 111308 N 2336 0 0051 1,578.79 111808 N 2339 0 0055 2,602.61 111708 N 2338 0 0056 2,801.53 111408 N 2337 0 0059 2,675.89 111008 N 2476 0 0061 4,785.16 110308 N 2444 0 0062 2,724.31 110308 N 2445 0 0066 991.80 110508 N 2449 0 0068 1,851.10 112108 N 2347-4 0071 3,850.02 121208 N 2521 0 0072 2,018.92 121308 N 2522 0 0074 745.74 121708 N 2551 0 0075 5,307.59 122008 N 2554 0 0081 174.95 122408 N 2560 0 0087 1,381.28 123108 N 2567 0 0088 13,702.63 120808 N 2572 0 0089 2,101.63 010509 N 2573 0 0097 1,997.28 011209 N 2683 0 0100 232.23 111108 N 2332M9 0101 1,446.57 121908 N 2689 0 0102 607.29 121008 N 2690 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/09/09 EST. NO.35 TIME 03:07 PM R.E. NAME: LAW CLIFFORD 04-1123K4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0103 483.79 120908 N 2691 0 0104 96.70 121108 N 2692 0 0110 58.32 011509 N 2696 0 0111 867.88 011008 N 2489S0 0114 9,302.91 122308 N 2487S0 0118 1,305.52 110608 N 2475R1 0118-1 -1,305.52 110608 N 2475R1 DAO CORRECTING ENTRY 0119 2,527.99 110408 N 2446R1 0120 933.12 110408 N 2447R1 0121 142.46 111308 N 2699M9 0122 3,304.92 010709 N 2677R2 0123 1,666.30 010909 N 2681R1 0127 1,292.61 011608 N 2490R1 0129 3,303.49 010809 N 2679R1 0130 8,018.97 122708 N 2488S9 0131 572.76 120608 N 2512J4 0133 14,035.93 010809 N 2687M1 0134 459.56 010709 N 2677R3 0135 871.90 010809 N 2679R2 0136 4,727.71 111208 N 2479R1 0137 2,649.06 122708 N 2562R2 0138 17,325.44 101508 N 2492-4 0139 6,041.47 103108 N 2320E9 0140 676.12 123008 N PL2409 0141 308,200.00 A.C. @ U.P.(+) 020509 N 041-01 042 0002-1 -3,059.23 E.W. @ F.A.(+) 112408 N 2348 0 DAO CORRECTING ENTRY 0002-2 2,515.68 112408 N 2348 0 DAO CORRECTING ENTRY 0010 2,567.59 112108 N 2346 0 0011 5,737.71 112408 N 2348-4 0013 916.43 122008 N 2555 0 0014 1,166.39 121908 N 2552 0 0015 5,901.47 120108 N 2502-4 0017 432.62 122908 N 2564 0 0018 174.95 123008 N 2566 0 0019 315.98 010209 N 2569 0 0020 1,019.47 010309 N 2570 0 0023 6,961.70 122908 N 2688 0 0024 7,015.69 120208 N 2571R1 0025 437.40 122308 N 2559R4 0026 1,336.59 122608 N 2563R1 0027 851.13 120208 N 2571R2 547,573.43 TOTAL THIS ESTIMATE 5,746,477.04 TOTAL PREVIOUS ESTIMATE 6,294,050.47 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 02/09/09 EST. NO.35 TIME 03:07 PM R.E. NAME: LAW CLIFFORD 04-1123K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -75,000.00 07 SWPPP NON COMPLIANCE 75,000.00 08 OUT OF STATE INSPECT -5,000.00 12 OUT OF STATE INSPECT -8,000.00 28 0.00 -13,000.00 LABOR COMPLIANCE VIOLATION LBR COMPLIANCE FEB08 -10,000.00 23 LBR COMPLIANCE FEB08 10,000.00 24 LBR COMPLIANCE MAR08 -10,000.00 24 LBR COMPLIANCE MAR08 10,000.00 25 LBR COMPLIANCE OCT08 -1,000.00 32 LBR COMPLIANCE JAN09 -10,000.00 35 -10,000.00 -11,000.00 TOTAL DEDUCTIONS -10,000.00 -24,000.00 PROGRAM CAS145 PAGE 1 DATE 02/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 03:07 PM ESTIMATE NO. 35 BID OPENING 02/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 02/09/09 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SM-1-39.6/40.1 ---------------------------------------- DISNEY CONSTRUCTION, INC IN SAN MATEO COUNTY NEAR PACIFICA 1279 LINDA MAR SHOPPING CTR ON ROUTE 1 FROM 2.1 KM TO 1.3 KM PACIFICA, CA 94044 SOUTH OF LINDA MAR BOULEVARD FED. AID NO. ER-1187(10)E BRIDGE CONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 1.000 25,000.00 02 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 TIME-RELATED OVERHEAD LS 6700,000.0000 6,700,000.00 1.000 6,700,000.00 05 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 06 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 07 TEMPORARY FENCE (TYPE ESA) M 15.0000 11,550.00 1,540.000 23,100.00 08 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 09 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 1.000 35,000.00 10 CONSTRUCTION SITE DEWATERING AND LS 50,000.0000 50,000.00 1.000 50,000.00 NON STORM WATER DISCHARGE CONTROL 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 TEMPORARY HYDRAULIC MULCH M2 1.0000 29,000.00 73,617.000 73,617.00 (BONDED FIBER MATRIX) 13 TEMPORARY SILT FENCE M 10.0000 3,000.00 1,163.750 11,637.50 14 TEMPORARY PERIMETER BARRIER M 20.0000 13,600.00 680.000 13,600.00 (TYPE WM 1.8) 15 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 16 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 7,000.00 14.000 14,000.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 12,000.00 3.000 12,000.00 18 TEMPORARY COVER M2 4.0000 45,200.00 20,228.600 80,914.40 19 TEMPORARY CHECK DAM M 600.0000 15,000.00 64.200 38,520.00 20 TEMPORARY DRAINAGE INLET PROTECTION EA 2,000.0000 2,000.00 5.000 10,000.00 21 MOVE-IN/MOVE-OUT EA 2,000.0000 14,000.00 5.000 10,000.00 S) (TEMPORARY EROSION CONTROL) 22 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 2 DATE 02/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 03:07 PM ESTIMATE NO. 35 BID OPENING 02/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 02/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 24 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 480.00 0.000 0.00 S) 25 TEMPORARY RAILING (TYPE K) M 70.0000 7,700.00 0.000 0.00 26 TEMPORARY CRASH CUSHION MODULE EA 300.0000 6,600.00 0.000 0.00 S) 27 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 28 REMOVE TREE EA 500.0000 50,000.00 100.000 50,000.00 29 ROADWAY EXCAVATION M3 40.0000 564,000.00 14,100.000 564,000.00 30 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 31 STRIPPING EXCAVATION M3 200.0000 44,000.00 189.000 37,800.00 F) 32 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 354,000.00 1,962.000 392,400.00 F) 33 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 1,410,000.00 7,050.000 1,410,000.00 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 233,000.00 4,657.190 232,859.50 F) 35 ROADSIDE CLEARING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 36 EROSION CONTROL (NETTING) M2 4.0000 104,000.00 18,392.000 73,568.00 S) 37 EROSION CONTROL (TYPE B) M2 20.0000 52,400.00 1,984.000 39,680.00 S) 38 STRAW (EROSION CONTROL) TONN 400.0000 1,200.00 0.400 160.00 S) 39 FIBER (EROSION CONTROL) KG 1.0000 2,400.00 1,538.200 1,538.20 S) 40 FIBER ROLLS M 10.0000 27,500.00 4,023.000 40,230.00 S) 41 COMPOST (EROSION CONTROL) M3 10.0000 140.00 9.790 97.90 S) 42 MYCORRHIZAL INNOCULUM KG 10.0000 3,400.00 216.825 2,168.25 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 14,000.00 5.000 10,000.00 S) 44 PURE LIVE SEED (TYPE 1) KG 100.0000 33,000.00 253.600 25,360.00 S) (EROSION CONTROL) 45 SEED (TYPE 2) (EROSION CONTROL) KG 100.0000 9,000.00 14.000 1,400.00 S) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,120.00 336.950 1,347.80 S) 47 NPS 12 SUPPLY LINE (BRIDGE) M 70.0000 22,050.00 149.100 10,437.00 48 ASPHALT CONCRETE (TYPE A) TONN 100.0000 49,000.00 313.890 31,389.00 49 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 239,000.00 474.480 237,240.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 02/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 03:07 PM ESTIMATE NO. 35 BID OPENING 02/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 02/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 1,145,000.00 458.000 1,145,000.00 S) PILING 51 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1000,000.0000 1,000,000.00 1.000 1,000,000.00 S) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 2,076,000.00 3,541.300 2,124,780.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 11,100,000.00 11,103.760 11,103,760.00 F) 54 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 36,000.00 60.000 36,000.00 F) (TYPE N) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 6,720.00 5.600 6,720.00 F) 56 ARCHITECTURAL TREATMENT (ROCK TEXTURE) M2 150.0000 36,000.00 322.680 48,402.00 F) 57 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 33,000.00 33.000 33,000.00 S) 58 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 4,922,000.00 2,161,427.180 4,971,282.51 SF) 59 HEADED BAR REINFORCEMENT EA 10.0000 133,000.00 13,300.000 133,000.00 SF) 60 450 MM PLASTIC PIPE M 250.0000 1,500.00 8.000 2,000.00 61 450 MM PLASTIC FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 62 ROCK SLOPE PROTECTION M3 200.0000 1,600.00 8.000 1,600.00 (FACING, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC M2 10.0000 200.00 20.000 200.00 64 MISCELLANEOUS IRON AND STEEL KG 20.0000 2,200.00 110.000 2,200.00 SF) 65 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 161,000.00 32,200.000 161,000.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.2, M 75.0000 1,800.00 24.000 1,800.00 SF)VINYL-CLAD) 67 CHAIN LINK FENCE (TYPE CL-1.8) M 65.0000 19,500.00 234.000 15,210.00 S) 68 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 6,000.00 3.000 6,000.00 S) 69 TUBULAR BICYCLE RAILING M 120.0000 145,200.00 1,210.000 145,200.00 SF) 70 CONCRETE BARRIER (TYPE 80 M) M 250.0000 305,000.00 1,220.000 305,000.00 F) 71 HIGHWAY LIGHTING LS 250,000.0000 250,000.00 1.000 250,000.00 S) 72 SEISMIC MONITORING SYSTEM LS 140,000.0000 140,000.00 1.000 140,000.00 S) 73 BRIDGE LIGHTING SYSTEM AND FOUNDATIONS LS 300,000.0000 300,000.00 1.000 300,000.00 S) 74 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 75 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 03:07 PM ESTIMATE NO. 35 BID OPENING 02/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 02/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IMPORTED TOPSOIL M3 25.0000 37,500.00 1,500.000 37,500.00 78 EMBANKMENT CONFINEMENT SYSTEM M3 50.0000 178,500.00 4,953.000 247,650.00 79 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 80 150 MM PERFORATED PLASTIC PIPE M 70.0000 18,900.00 270.000 18,900.00 UNDERDRAIN 81 150 MM NON-PERFORATED PLASTIC PIPE M 100.0000 4,500.00 45.000 4,500.00 UNDERDRAIN 82 CLASS 3 PERMEABLE MATERIAL M3 50.0000 3,750.00 75.000 3,750.00 83 200 MM PERFORATED PLASTIC M 70.0000 13,300.00 0.000 0.00 PIPE UNDERDRAIN 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 85 LIGHTING CONDUIT (BRIDGE) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 86 200 MM NON-PERFORATED PLASTIC PIPE M 100.0000 2,500.00 0.000 0.00 UNDERDRAIN 87 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 2.000 20,000.00 PROGRAM CAS145 PAGE 5 DATE 02/09/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 03:07 PM ESTIMATE NO. 35 BID OPENING 02/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/16/09 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 02/09/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 32,837,019.06 ADJUSTMENT OF COMPENSATION 316,230.54 1,066,061.49 EXTRA WORK 231,342.89 5,227,988.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 547,573.43 39,131,069.53 88 MOBILIZATION LS 3333,333.0000 3,333,333.00 1.000 3,333,333.00 ORIGINAL CONTRACT AMOUNT 35,938,843.00 TOTAL WORK COMPLETED 547,573.43 42,464,402.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -24,000.00 TOTAL 537,573.43 42,440,402.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/13/06 500 03/28/06 03/28/06 01/16/09 651 50 150 0 100% 100% LAW CLIFFORD RESIDENT ENGINEER PROGRAM CAS145 DATE 02/09/09