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 10/23/06 EST. NO.14 TIME 01:42 PM R.E. NAME: BROWN, KARL 01-293134 --------------------------------------------------------------------------- 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 0092 1,820.37 E.W. @ F.A.(+) 091806 N 0156.0 0093 1,462.12 091906 N 0157.0 0094 1,339.35 092006 N 0158.0 0095 1,251.96 092106 N 0159.0 0096 649.73 092206 N 0160.0 0097 1,290.26 092506 N 0161.0 0098 1,237.72 092606 N 0162.0 0099 1,430.07 092706 N 0163.0 0100 1,290.26 092806 N 0164.0 0101 792.54 092906 N 0165.0 0102 515.87 092806 N 0166.0 0103 1,849.44 100206 N 0167.0 0104 1,335.80 100306 N 0168.0 0105 1,727.03 100406 N 0169.0 0106 1,265.90 100506 N 0170.0 011 0003 143.98 E.W. @ F.A.(+) 091406 Y 0172.0 0004 505.89 100206 Y 0173.0 0005 158.16 100306 Y 0174.0 20,066.45 TOTAL THIS ESTIMATE 128,193.51 TOTAL PREVIOUS ESTIMATE 148,259.96 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 10/23/06 EST. NO.14 TIME 01:42 PM R.E. NAME: BROWN, KARL 01-293134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP COMP ISSUES -7,161.05 11 SWPPP ISSUES RESOLVD 7,161.05 12 SWPPP DEDUCTION -53,000.00 14 -53,000.00 -53,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/05 -1,000.00 01 REC'D PAYROLLS 1,000.00 02 PER LTR DATED 10/05 -1,000.00 02 PER LTR DATED 11/05 -5,000.00 03 RETURN 10/05 DEDUCT 1,000.00 03 PER LTR DATED 12/05 -2,000.00 04 PER SEC7-1.01A STDSP -1,000.00 05 RETURN 11/05 DEDUCT 5,000.00 05 RETURN 12/05 DEDUCT 2,000.00 05 RETURN LCV DEDUCT 1,000.00 06 PER LTR 05/06 -5,000.00 09 PER LTR DATED 6/06 -2,000.00 10 PER LTR DATED 07/06 -2,000.00 11 RETURN 5/06, 6/06 7,000.00 11 PER LTR DATED 8/06 -5,000.00 12 PAYROLLS RECEIVED 7,000.00 14 PER LTR 10/06 -2,000.00 14 5,000.00 -2,000.00 TOTAL DEDUCTIONS -48,000.00 -55,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293134 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 05/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 10/23/06 LOCATION PROGRESS ESTIMATE 01-DN-101-35.8/45.3 ----------------- SHASTA CONSTRUCTORS INC IN DEL NORTE COUNTY NORTH OF P O BOX 491539 CRESCENT CITY AT SMITH RIVER REDDING CA 960491539 OVERFLOW BRIDGE AND AT GILBERT CREEK BRIDGE FED. AID NO. ACNH-Q101(52)E ,ACBH-Q101(52)E ,NH-Q101(52)E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 1,200.0000 1,200.00 0.800 960.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 70,000.0000 70,000.00 0.043 3,010.00 0.760 53,200.00 03 TEMPORARY SILT FENCE M 10.0000 12,500.00 123.000 1,230.00 950.500 9,505.00 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 2,000.00 1.500 1,500.00 05 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.154 34,650.00 0.620 139,500.00 S) 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 6.0000 9,660.00 994.000 5,964.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,200.00 40.000 1,200.00 09 FLASHING BEACON (PORTABLE) EA 1,500.0000 6,000.00 0.236 354.00 0.709 1,063.50 10 TEMPORARY PAVEMENT MARKER EA 5.0000 950.00 40.000 200.00 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 60,000.00 0.494 4,940.00 3.144 31,440.00 S) 12 TEMPORARY RAILING (TYPE K) M 50.0000 70,000.00 712.696 35,634.80 13 TEMPORARY CRASH CUSHION MODULE EA 250.0000 112,500.00 175.000 43,750.00 14 REMOVE ENTRANCE TAPER EA 1,000.0000 1,000.00 0.000 0.00 15 REMOVE YELLOW TRAFFIC STRIPE M 25.0000 2,250.00 170.000 4,250.00 257.000 6,425.00 16 REMOVE WHITE TRAFFIC STRIPE M 10.0000 1,800.00 152.000 1,520.00 326.000 3,260.00 17 REMOVE ROADSIDE SIGN EA 100.0000 200.00 0.000 0.00 18 REMOVE ASPHALT CONCRETE DIKE M 25.0000 9,250.00 134.000 3,350.00 19 REMOVE CORRUGATED METAL PIPE M 170.0000 8,500.00 15.400 2,618.00 20 REMOVE WINGWALL EA 2,500.0000 10,000.00 4.000 10,000.00 21 REMOVE ASPHALT CONCRETE SURFACING M2 30.0000 12,300.00 410.000 12,300.00 22 RECONSTRUCT METAL BEAM GUARD RAILING M 242.0000 3,630.00 0.000 0.00 (WOOD POST) PROGRAM CAS145 PAGE 2 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293134 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 05/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 26.0000 58,760.00 1,916.000 49,816.00 (30 MM MAXIMUM) 24 CLEAN BRIDGE DECK M2 4.5000 6,430.50 0.000 0.00 25 REMOVE CONCRETE (MISCELLANEOUS) M3 1,000.0000 8,000.00 5.000 5,000.00 26 BRIDGE REMOVAL (PORTION), LOCATION 1 LS 100,000.0000 100,000.00 1.000 100,000.00 27 BRIDGE REMOVAL (PORTION), LOCATION 2 LS 50,000.0000 50,000.00 0.950 47,500.00 28 CLEARING AND GRUBBING LS 12,500.0000 12,500.00 1.000 12,500.00 29 ROADWAY EXCAVATION M3 25.0000 85,250.00 421.000 10,525.00 926.000 23,150.00 30 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 31 STRUCTURE EXCAVATION (BRIDGE) M3 235.0000 80,370.00 272.000 63,920.00 F) 32 STRUCTURE EXCAVATION (TYPE D) M3 5,000.0000 170,000.00 34.000 170,000.00 F) 33 STRUCTURE EXCAVATION (RETAINING WALL) M3 500.0000 23,500.00 47.000 23,500.00 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 15,400.00 130.500 13,050.00 F) 35 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 5,200.00 46.800 4,680.00 F) 36 DITCH EXCAVATION M3 100.0000 10,000.00 100.000 10,000.00 100.000 10,000.00 37 IMPORTED BORROW M3 50.0000 66,000.00 343.000 17,150.00 898.670 44,933.50 38 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 39 STRAW (EROSION CONTROL) TONN 700.0000 2,100.00 0.000 0.00 S) 40 FIBER (EROSION CONTROL) KG 1.0000 1,680.00 0.000 0.00 S) 41 FIBER ROLLS M 20.0000 8,400.00 0.000 0.00 S) 42 COMPOST (EROSION CONTROL) M3 400.0000 800.00 0.000 0.00 S) 43 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 2,400.00 0.000 0.00 S) 44 PURE LIVE SEED (EROSION CONTROL) KG 29.0000 2,610.00 0.000 0.00 S) 45 STABILIZING EMULSION (EROSION CONTROL) KG 2.9000 406.00 0.000 0.00 S) 46 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 47 CLASS 2 AGGREGATE BASE M3 100.0000 63,000.00 280.800 28,080.00 48 ASPHALT CONCRETE (TYPE A) TONN 80.0000 108,800.00 653.500 52,280.00 49 ASPHALT CONCRETE (OPEN GRADED) TONN 90.0000 17,100.00 105.600 9,504.00 105.600 9,504.00 PROGRAM CAS145 PAGE 3 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293134 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 05/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 11.0000 550.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 11.0000 1,870.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 11.0000 3,520.00 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 11.0000 561.00 0.000 0.00 54 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 8,440.00 192.990 7,719.60 192.990 7,719.60 55 DRIVE STEEL PILE (HP 250 X 85) EA 2,800.0000 44,800.00 16.000 44,800.00 16.000 44,800.00 S) 56 FURNISH STEEL PIPE PILING (610 MM) M 265.0000 65,190.00 227.500 60,287.50 57 DRIVE STEEL PIPE PILE (610 MM) EA 2,800.0000 100,800.00 36.000 100,800.00 S) 58 FURNISH PILING (CLASS 400) M 35.0000 3,045.00 87.000 3,045.00 59 DRIVE PILE (CLASS 400) EA 2,800.0000 22,400.00 0.000 0.00 S) 60 PRESTRESSING LS 15,000.0000 15,000.00 0.000 0.00 S) 61 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,800.0000 162,000.00 82.000 147,600.00 F) 62 STRUCTURAL CONCRETE, BRIDGE M3 1,800.0000 864,000.00 9.200 16,560.00 337.700 607,860.00 F) 63 STRUCTURAL CONCRETE, RETAINING WALL M3 1,800.0000 45,000.00 25.000 45,000.00 F) 64 CLASS 1 CONCRETE (BOX CULVERT) M3 3,500.0000 42,000.00 12.000 42,000.00 F) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 7,500.00 0.000 0.00 F) 66 DRILL AND BOND DOWEL M 70.0000 44,660.00 27.600 1,932.00 463.580 32,450.60 67 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 35.0000 2,940.00 84.000 2,940.00 84.000 2,940.00 68 CLEAN EXPANSION JOINT M 200.0000 3,400.00 0.000 0.00 69 REFINISH BRIDGE DECK M2 350.0000 54,250.00 271.400 94,990.00 70 CORE CONCRETE (0 - 50 MM) M 200.0000 9,600.00 27.680 5,536.00 S) 71 REPLACE BEARING EA 8,000.0000 64,000.00 0.000 0.00 72 JOINT SEAL (MR 30 MM) M 150.0000 3,900.00 0.000 0.00 S) 73 BAR REINFORCING STEEL (BRIDGE) KG 3.1000 281,635.00 1,466.000 4,544.60 66,859.000 207,262.90 SF) 74 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 3,400.00 850.000 3,400.00 SF) 75 BAR REINFORCING STEEL (BOX CULVERT) KG 4.0000 4,000.00 1,000.000 4,000.00 SF) 76 BAR REINFORCING STEEL (EPOXY COATED) KG 3.0000 12,000.00 2,000.000 6,000.00 SF)(BRIDGE) PROGRAM CAS145 PAGE 4 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293134 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 05/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TREAT BRIDGE DECK M2 7.0000 8,841.00 0.000 0.00 F) 78 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 11,376.00 0.000 0.00 (LOW ODOR) 79 ABUTMENT LUMBER BLOCKING M3 1,500.0000 6,000.00 3.500 5,250.00 3.500 5,250.00 F) 80 300 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 0.000 0.00 (2.01 MM THICK) 81 450 MM CORRUGATED STEEL PIPE M 400.0000 18,400.00 0.000 0.00 (2.01 MM THICK) 82 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 500.0000 5,500.00 14.100 7,050.00 (2.01 MM THICK) 83 300 MM ENTRANCE TAPER EA 1,500.0000 4,500.00 3.000 4,500.00 84 300 MM ANCHOR ASSEMBLY EA 1,500.0000 7,500.00 3.000 4,500.00 85 450 MM ANCHOR ASSEMBLY EA 1,500.0000 12,000.00 0.000 0.00 86 450 MM STEEL FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 87 ROCK SLOPE PROTECTION M3 400.0000 3,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 88 ROCK SLOPE PROTECTION M3 400.0000 32,000.00 58.200 23,280.00 71.200 28,480.00 (BACKING NO. 2, METHOD B) 89 ROCK SLOPE PROTECTION FABRIC M2 1.0000 290.00 191.000 191.00 240.600 240.60 90 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 2,000.00 0.000 0.00 CONSTRUCTION) 91 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,700.00 0.000 0.00 F) 92 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 21,750.00 1,450.000 21,750.00 SF) 93 FENCE (TYPE BW, 5-STRAND, WOOD POST) M 25.0000 5,500.00 0.000 0.00 94 MARKER (CULVERT) EA 50.0000 100.00 0.000 0.00 95 TUBULAR BICYCLE RAILING M 250.0000 75,000.00 187.000 46,750.00 SF) 96 BURIED POST ANCHOR EA 400.0000 400.00 0.000 0.00 S) 97 TRANSITION RAILING (TYPE WB) EA 2,300.0000 18,400.00 4.000 9,200.00 S) 98 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 12,000.00 2.000 6,000.00 S) 99 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 6,000.00 2.000 4,000.00 S) 00 CONCRETE BARRIER (TYPE 732) M 180.0000 54,000.00 187.000 33,660.00 F) 01 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 350.00 6.960 348.00 6.960 348.00 S) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 7,480.00 2,069.000 8,276.00 3,211.000 12,844.00 S) 03 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 240.00 80.000 320.00 80.000 320.00 S) PROGRAM CAS145 PAGE 5 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293134 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 05/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 1,080.00 162.000 972.00 190.000 1,140.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 6.0000 54.00 11.000 66.00 11.000 66.00 S) TYPE G) 06 CONDUIT (BRIDGE) (LOCATION 1) LS 13,000.0000 13,000.00 1.000 13,000.00 S) 07 CONDUIT (BRIDGE) (LOCATION 2) LS 13,000.0000 13,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-293134 TIME 01:42 PM ESTIMATE NO. 14 BID OPENING 05/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: BROWN, KARL DATE OF THIS ESTIMATE 10/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 214,332.20 2,644,074.00 ADJUSTMENT OF COMPENSATION 0.00 1,368.44 EXTRA WORK 20,066.45 146,891.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 234,398.65 2,792,333.96 08 MOBILIZATION LS 418,000.0000 418,000.00 1.000 418,000.00 ORIGINAL CONTRACT AMOUNT 4,192,768.50 TOTAL WORK COMPLETED 234,398.65 3,210,333.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -48,000.00 -55,000.00 TOTAL 186,398.65 3,155,333.96 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 08/15/05 235 09/06/05 08/30/05 05/17/07 93 191 0 0 68% 55% PROGRESS IS SATISFACTORY BROWN, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/06