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 07/19/08 EST. NO.28 TIME 07:55 AM 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 0128 174.32 E.W. @ F.A.(+) 040708 N 1208 0 0129 284.28 040808 N 1209 0 0130 174.69 041008 N 1210 0 0131 174.69 040908 N 1211 0 0132 188.68 041608 N 1212 0 0133 353.64 041708 N 1213 0 0134 188.68 041808 N 1214 0 0135 209.37 042308 N 1215 0 0136 355.03 042408 N 1216 0 0137 274.76 042808 N 1217 0 0138 197.36 050208 N 1218 0 0139 242.07 050508 N 1219 0 0140 344.98 050608 N 1220 0 0142 172.33 051608 N 1222 0 0143 193.02 050908 N 1221A0 0144 401.56 060308 N CCO1S9 003 0203 4,464.12 E.W. @ F.A.(+) 060308 N CCO3S9 004 0041 772.90 E.W. @ F.A.(+) 060308 N CCO4S9 005 0016 600.00 E.W. @ F.A.(+) 052208 N 1101 0 007 0074 471.42 E.W. @ F.A.(+) 060308 N CCO7S9 008 0035 594.65 E.W. @ F.A.(+) 060308 N CCO8S9 010 0013 192.78 E.W. @ F.A.(+) 060308 N CO10S9 012 0022 155.10 E.W. @ F.A.(+) 060308 N CO12S9 013 0028 4.55 E.W. @ F.A.(+) 060308 N CO13S9 015 0020 630.80 E.W. @ F.A.(+) 060308 N CO15S9 017 0122 398.56 E.W. @ F.A.(+) 060308 N CO17 0 021 0001 78,249.00 E.W. @ L.S.(+) 071708 N 021-01 0002 40,200.00 A.C. @ U.P.(+) 071708 N 21-002 022 0107 2,003.89 E.W. @ F.A.(+) 051608 N 2142 0 0108 1,944.95 050908 N 2143 0 0109 88.41 051308 N 2146 0 0110 88.41 052008 N 1100 0 0111 1,591.33 060508 N 1102 0 0112 88.41 053008 N 1103 0 0113 58.94 052808 N 2148 0 0114 1,915.49 052208 N 2149 0 0115 88.41 060908 N 1111 0 0116 88.41 061008 N 1110 0 0117 58.94 060508 N 1108 0 0118 176.81 060408 N 1107 0 0119 88.41 060308 N 1105 0 0120 88.41 060608 N 1109 0 0121 88.41 061108 N 1112 0 0122 88.41 061308 N 1113 0 0123 88.41 061808 N 1115 0 0125 88.41 061708 N 1114-1 024 0014 2,091.90 A.C. @ L.S.(+) 061308 N CT0474 0015 20,000.00 A.C. @ F.A.(+) 061108 N CT4741 029 0004 706.32 E.W. @ F.A.(+) 032008 N 1320 0 0005 156.38 032408 N 1323 0 0006 95.37 032708 N 1201 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 07/19/08 EST. NO.28 TIME 07:55 AM 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 --------------------------------------------------------------------------- 162,436.17 TOTAL THIS ESTIMATE 3,302,444.01 TOTAL PREVIOUS ESTIMATE 3,464,880.18 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 07/19/08 EST. NO.28 TIME 07:55 AM 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 -8,000.00 -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 0.00 0.00 TOTAL DEDUCTIONS -8,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 07:55 AM ESTIMATE NO. 28 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 07/20/08 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 07/19/08 LOCATION PROGRESS ESTIMATE 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 0.750 18,750.00 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 0.014 93,800.00 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 0.000 0.00 08 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 09 WATER POLLUTION CONTROL LS 35,000.0000 35,000.00 0.950 33,250.00 10 CONSTRUCTION SITE DEWATERING AND LS 50,000.0000 50,000.00 0.950 47,500.00 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 43,445.000 43,445.00 (BONDED FIBER MATRIX) 13 TEMPORARY SILT FENCE M 10.0000 3,000.00 215.000 2,150.00 14 TEMPORARY PERIMETER BARRIER M 20.0000 13,600.00 55.000 1,100.00 (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 3.000 6,000.00 S) (TEMPORARY EROSION CONTROL) 22 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.900 4,500.00 S) PROGRAM CAS145 PAGE 2 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 07:55 AM ESTIMATE NO. 28 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 07/20/08 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 47,500.00 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 0.950 95,000.00 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 233,000.00 600.000 30,000.00 1,522.060 76,103.00 F) 35 ROADSIDE CLEARING LS 50,000.0000 50,000.00 0.950 47,500.00 S) 36 EROSION CONTROL (NETTING) M2 4.0000 104,000.00 3,425.000 13,700.00 S) 37 EROSION CONTROL (TYPE B) M2 20.0000 52,400.00 0.000 0.00 S) 38 STRAW (EROSION CONTROL) TONN 400.0000 1,200.00 0.000 0.00 S) 39 FIBER (EROSION CONTROL) KG 1.0000 2,400.00 283.200 283.20 S) 40 FIBER ROLLS M 10.0000 27,500.00 1,472.000 14,720.00 S) 41 COMPOST (EROSION CONTROL) M3 10.0000 140.00 1.790 17.90 S) 42 MYCORRHIZAL INNOCULUM KG 10.0000 3,400.00 39.825 398.25 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 14,000.00 3.000 6,000.00 S) 44 PURE LIVE SEED (TYPE 1) KG 100.0000 33,000.00 52.600 5,260.00 S) (EROSION CONTROL) 45 SEED (TYPE 2) (EROSION CONTROL) KG 100.0000 9,000.00 0.000 0.00 S) 46 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,120.00 61.950 247.80 S) 47 NPS 12 SUPPLY LINE (BRIDGE) M 70.0000 22,050.00 72.000 5,040.00 152.000 10,640.00 48 ASPHALT CONCRETE (TYPE A) TONN 100.0000 49,000.00 0.000 0.00 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 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 07:55 AM ESTIMATE NO. 28 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 07/20/08 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 50,000.00 0.950 950,000.00 S) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 2,076,000.00 3,508.400 2,105,040.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 11,100,000.00 55.760 55,760.00 10,878.760 10,878,760.00 F) 54 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 36,000.00 30.000 18,000.00 30.000 18,000.00 F) (TYPE N) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 6,720.00 0.000 0.00 F) 56 ARCHITECTURAL TREATMENT (ROCK TEXTURE) M2 150.0000 36,000.00 42.680 6,402.00 322.680 48,402.00 F) 57 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 33,000.00 0.000 0.00 S) 58 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 4,922,000.00 2,147,531.000 4,939,321.30 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 0.000 0.00 61 450 MM PLASTIC FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 62 ROCK SLOPE PROTECTION M3 200.0000 1,600.00 0.000 0.00 (FACING, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC M2 10.0000 200.00 0.000 0.00 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 4,830.000 24,150.00 28,980.000 144,900.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.2, M 75.0000 1,800.00 0.000 0.00 SF)VINYL-CLAD) 67 CHAIN LINK FENCE (TYPE CL-1.8) M 65.0000 19,500.00 93.000 6,045.00 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 145,200.00 800.000 96,000.00 800.000 96,000.00 SF) 70 CONCRETE BARRIER (TYPE 80 M) M 250.0000 305,000.00 815.000 203,750.00 1,120.000 280,000.00 F) 71 HIGHWAY LIGHTING LS 250,000.0000 250,000.00 0.583 145,750.00 0.750 187,500.00 S) 72 SEISMIC MONITORING SYSTEM LS 140,000.0000 140,000.00 0.280 39,200.00 0.800 112,000.00 S) 73 BRIDGE LIGHTING SYSTEM AND FOUNDATIONS LS 300,000.0000 300,000.00 0.295 88,500.00 0.900 270,000.00 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 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 07:55 AM ESTIMATE NO. 28 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 07/20/08 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 EMBANKMENT CONFINEMENT SYSTEM M3 50.0000 178,500.00 0.000 0.00 79 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 80 150 MM PERFORATED PLASTIC PIPE M 70.0000 18,900.00 0.000 0.00 UNDERDRAIN 81 150 MM NON-PERFORATED PLASTIC PIPE M 100.0000 4,500.00 0.000 0.00 UNDERDRAIN 82 CLASS 3 PERMEABLE MATERIAL M3 50.0000 3,750.00 75.000 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 0.900 72,000.00 0.900 72,000.00 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 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123K4 TIME 07:55 AM ESTIMATE NO. 28 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 07/20/08 R.E. NAME: LAW CLIFFORD DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 932,102.00 31,445,107.85 ADJUSTMENT OF COMPENSATION 62,291.90 216,317.55 EXTRA WORK 100,144.27 3,248,562.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,094,538.17 34,909,988.03 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 1,094,538.17 38,243,321.03 MATERIALS ON HAND ON SITE 43,152.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -8,000.00 -13,000.00 TOTAL 1,086,538.17 38,273,473.03 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 03/13/06 500 03/28/06 03/28/06 08/05/08 531 46 43 0 94% 97% PROGRESS IS SATISFACTORY CCO 21 & 26 LAW CLIFFORD RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/19/08