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 07/25/07 EST. NO.11 TIME 02:05 PM R.E. NAME: DARNALL, MARK 02-311204 --------------------------------------------------------------------------- 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 0017 217.44 E.W. @ F.A.(+) 053107 Y 0033.0 0018 773.09 061507 Y 0034.0 0019 65.03 061807 Y 0035.0 0020 325.15 062007 Y 0036.0 0021 84.06 062707 Y 0037.0 1,464.77 TOTAL THIS ESTIMATE 28,299.86 TOTAL PREVIOUS ESTIMATE 29,764.63 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 07/25/07 EST. NO.11 TIME 02:05 PM R.E. NAME: DARNALL, MARK 02-311204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-311204 TIME 02:05 PM ESTIMATE NO. 11 BID OPENING 08/01/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-161-18.7/19.3 ----------------------- SHASTA CONSTRUCTORS INC IN SISKIYOU COUNTY NEAR HATFIELD AT P O BOX 491539 LOST RIVER BRIDGE REDDING CA 96049 FED. AID NO. ACST-P161(2)E ,P-P161(2)E ,ACBR-P161(2)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 170,000.00 16.000 8,000.00 205.000 102,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,600.00 138.680 2,080.20 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.500 1,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.600 75,000.00 06 TEMPORARY EROSION CONTROL BLANKET M2 5.0000 4,050.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 15.0000 11,250.00 53.620 804.30 08 TEMPORARY SILT FENCE M 12.0000 12,840.00 228.020 2,736.24 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 6,000.00 2.000 3,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 3,600.00 1.000 1,200.00 11 TEMPORARY CHECK DAM M 50.0000 4,050.00 0.000 0.00 12 TEMPORARY HYDRAULIC MULCH M2 1.0000 15,000.00 0.000 0.00 (BONDED FIBER MATRIX) 13 STREET SWEEPING LS 25,000.0000 25,000.00 0.000 0.00 14 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.017 170.00 0.781 7,810.00 S) 15 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.056 2,800.00 0.603 30,150.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 3,960.00 6.300 283.50 38.820 1,746.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.2000 4,950.00 720.500 1,585.10 1,763.430 3,879.55 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,760.00 36.000 1,440.00 48.000 1,920.00 S) 19 TRAFFIC PLASTIC DRUM EA 90.0000 9,900.00 39.000 3,510.00 S) 20 TEMPORARY DELINEATOR (CLASS 1) EA 90.0000 180.00 0.000 0.00 S) 21 TEMPORARY SIGNAL SYSTEM LS 80,000.0000 80,000.00 0.012 960.00 0.821 65,680.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 60,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-311204 TIME 02:05 PM ESTIMATE NO. 11 BID OPENING 08/01/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY FLASHING BEACON EA 5,000.0000 10,000.00 0.012 60.00 0.821 4,105.00 S) 24 TEMPORARY RAILING (TYPE K) M 80.0000 32,800.00 201.000 16,080.00 413.800 33,104.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 300.0000 13,200.00 22.000 6,600.00 44.000 13,200.00 S) 26 REMOVE METAL BEAM GUARD RAILING M 100.0000 2,300.00 22.800 2,280.00 S) 27 REMOVE YELLOW TRAFFIC STRIPE M 11.0000 11,550.00 611.700 6,728.70 S) 28 REMOVE WHITE TRAFFIC STRIPE M 3.5000 2,800.00 39.000 136.50 332.220 1,162.77 S) 29 REMOVE PAINTED PAVEMENT MARKING M2 120.0000 1,920.00 15.880 1,905.60 S) 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,050.00 0.000 0.00 S) 31 REMOVE CULVERT M 50.0000 200.00 4.000 200.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 25,050.00 0.000 0.00 S) 33 PREPARE CONCRETE BRIDGE DECK SURFACE M2 12.0000 11,460.00 0.000 0.00 34 BRIDGE REMOVAL LS 200,000.0000 200,000.00 0.500 100,000.00 0.950 190,000.00 35 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 36 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 1.000 4,500.00 37 ROADWAY EXCAVATION M3 50.0000 29,000.00 249.020 12,451.00 499.020 24,951.00 38 LEAD COMPLIANCE PLAN LS 5,400.0000 5,400.00 1.000 5,400.00 39 STRUCTURE EXCAVATION (TYPE A) M3 1,000.0000 440,000.00 220.000 220,000.00 F) 40 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 224,000.00 100.000 40,000.00 380.000 152,000.00 F) 41 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 35,400.00 141.600 14,160.00 F) 42 DITCH EXCAVATION M3 50.0000 5,500.00 103.740 5,187.00 43 IMPORTED BORROW M3 50.0000 48,000.00 500.000 25,000.00 500.000 25,000.00 44 EROSION CONTROL (BLANKET) M2 15.0000 3,750.00 0.000 0.00 S) 45 STRAW (EROSION CONTROL) TONN 700.0000 3,500.00 0.000 0.00 S) 46 FIBER (EROSION CONTROL) KG 5.0000 2,100.00 0.000 0.00 S) 47 COMPOST (EROSION CONTROL) M3 400.0000 1,600.00 0.000 0.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,900.0000 3,800.00 0.000 0.00 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 87.0000 5,916.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-311204 TIME 02:05 PM ESTIMATE NO. 11 BID OPENING 08/01/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 5.0000 900.00 0.000 0.00 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 1,020.00 0.000 0.00 S) 52 FINISHING ROADWAY LS 2,500.0000 2,500.00 0.000 0.00 53 CLASS 2 AGGREGATE BASE M3 70.0000 35,700.00 524.000 36,680.00 54 ASPHALT CONCRETE (TYPE A) TONN 186.0000 221,340.00 138.410 25,744.26 538.410 100,144.26 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 70.0000 11,900.00 0.000 0.00 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 875.00 0.000 0.00 57 FURNISH STEEL PIPE PILING (610 MM) M 300.0000 815,400.00 1,357.443 407,232.90 58 DRIVE STEEL PIPE PILE (610 MM) EA 4,000.0000 336,000.00 42.000 168,000.00 S) 59 SEAL COURSE CONCRETE M3 500.0000 32,500.00 44.678 22,339.00 60 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 117,000.00 58.500 58,500.00 F) 61 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 595,000.00 297.500 297,500.00 F) 62 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 41,000.00 20.500 20,500.00 F) (TYPE N) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 360,000.00 9.000 180,000.00 S) GIRDER (25 M - 30 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 90,000.00 9.000 45,000.00 S) GIRDER 65 FURNISH POLYESTER CONCRETE OVERLAY M3 3,850.0000 73,150.00 0.000 0.00 66 PLACE POLYESTER CONCRETE OVERLAY M2 72.0000 68,760.00 0.000 0.00 F) 67 JOINT SEAL (MR 40 MM) M 297.0000 10,692.00 0.000 0.00 S) 68 BAR REINFORCING STEEL (BRIDGE) KG 3.2500 193,050.00 29,700.000 96,525.00 SF) 69 BAR REINFORCING STEEL (EPOXY COATED) KG 3.5000 179,270.00 25,610.000 89,635.00 SF) 70 ROADSIDE SIGN - ONE POST EA 500.0000 3,500.00 0.000 0.00 71 ROADSIDE SIGN - TWO POST EA 800.0000 800.00 0.000 0.00 72 200 MM POLYVINYL CHLORIDE PIPE M 300.0000 1,500.00 0.000 0.00 73 FLUME DOWNDRAIN M 300.0000 3,900.00 0.000 0.00 74 TAPERED INLET EA 1,000.0000 3,000.00 0.000 0.00 75 FLUME ANCHOR ASSEMBLY EA 500.0000 2,000.00 0.000 0.00 76 600 MM STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-311204 TIME 02:05 PM ESTIMATE NO. 11 BID OPENING 08/01/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION M3 150.0000 1,800.00 0.000 0.00 (FACING, METHOD B) 78 ROCK SLOPE PROTECTION M3 900.0000 2,700.00 0.000 0.00 (BACKING NO. 2, METHOD B) 79 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 350.0000 2,100.00 5.832 2,041.20 80 CONCRETE (DITCH LINING) M3 2,500.0000 7,500.00 0.000 0.00 81 ROCK SLOPE PROTECTION FABRIC M2 2.0000 140.00 19.440 38.88 82 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 26,100.00 1,305.000 19,575.00 SF) 83 DELINEATOR (CLASS 2) EA 85.0000 765.00 0.000 0.00 84 MARKER (CULVERT) EA 150.0000 150.00 0.000 0.00 85 OBJECT MARKER (TYPE P) EA 150.0000 150.00 0.000 0.00 86 OBJECT MARKER (TYPE L-1) EA 150.0000 900.00 0.000 0.00 87 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 1,950.00 17.480 1,311.00 17.480 1,311.00 S) 88 TRANSITION RAILING (TYPE WB) EA 4,000.0000 12,000.00 2.000 8,000.00 2.000 8,000.00 S) 89 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,500.0000 14,000.00 3.000 10,500.00 3.000 10,500.00 S) 91 CRASH CUSHION (TAU-II SYSTEM) EA 18,000.0000 18,000.00 0.000 0.00 S) 92 CONCRETE BARRIER (TYPE 732) M 250.0000 48,250.00 97.100 24,275.00 F) 93 THERMOPLASTIC PAVEMENT MARKING M2 62.0000 3,348.00 0.000 0.00 S) 94 THERMOPLASTIC TRAFFIC STRIPE M 5.0000 7,800.00 0.000 0.00 S) (SPRAYABLE) 95 PAVEMENT MARKER EA 45.0000 4,950.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 96 TRAFFIC MONITORING STATION LS 3,500.0000 3,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-311204 TIME 02:05 PM ESTIMATE NO. 11 BID OPENING 08/01/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 262,121.36 2,658,448.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,464.77 29,764.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 263,586.13 2,688,213.13 97 MOBILIZATION LS 572,000.0000 572,000.00 1.000 572,000.00 ORIGINAL CONTRACT AMOUNT 5,724,296.00 TOTAL WORK COMPLETED 263,586.13 3,260,213.13 MATERIALS ON HAND ON SITE 507,748.51 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 263,586.13 3,767,961.64 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 08/23/06 340 09/06/06 09/07/06 02/07/08 204 13 0 0 55% 60% PROGRESS IS SATISFACTORY DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/07