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 09/20/06 EST. NO.08 TIME 04:12 PM R.E. NAME: WAYNE RINARD 02-295924 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/20/06 EST. NO.08 TIME 04:12 PM R.E. NAME: WAYNE RINARD 02-295924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-295924 TIME 04:12 PM ESTIMATE NO. 08 BID OPENING 10/12/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: WAYNE RINARD DATE OF THIS ESTIMATE 09/20/06 LOCATION PROGRESS ESTIMATE 02-TEH-99-16.4/16.8 ----------------- BLAISDELL CONSTRUCTION INC IN TEHAMA COUNTY NEAR LOS MOLINOS P O BOX 493459 FROM 0.2 KM NORTH OF 9TH AVENUE REDDING CA 960493459 TO 62ND AVENUE FED. AID NO. ACNH-P099(484)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY GABION M3 300.0000 123,000.00 376.670 113,001.00 02 TEMPORARY FENCE (TYPE ESA) M 7.0000 4,200.00 448.000 3,136.00 03 300 MM TEMPORARY CULVERT M 70.0000 8,400.00 120.000 8,400.00 04 450 MM TEMPORARY CULVERT M 200.0000 1,400.00 7.000 1,400.00 05 825 MM TEMPORARY CULVERT M 450.0000 5,850.00 13.100 5,895.00 06 900 MM TEMPORARY CULVERT M 250.0000 37,500.00 150.000 37,500.00 07 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 0.750 2,812.50 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 3,500.0000 3,500.00 0.500 1,750.00 09 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 18,000.00 1,321.560 7,929.36 10 TEMPORARY FIBER ROLL M 10.0000 14,000.00 506.810 5,068.10 11 TEMPORARY SILT FENCE M 15.0000 19,500.00 438.000 6,570.00 12 TEMPORARY STRAW BALE BARRIER M 55.0000 2,200.00 0.000 0.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 2,000.00 0.740 1,480.00 14 TEMPORARY GRAVEL BAG EA 35.0000 210.00 6.000 210.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 6,500.00 0.110 715.00 0.850 5,525.00 S) 16 TEMPORARY CHECK DAM (GRAVEL BAG) M 300.0000 15,600.00 30.000 9,000.00 17 TEMPORARY CHECK DAM M 300.0000 15,000.00 39.000 11,700.00 (GRAVEL BAG HEADWALL) 18 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.100 600.00 0.840 5,040.00 S) 19 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.250 10,000.00 S) 20 TYPE III BARRICADE EA 100.0000 200.00 5.000 500.00 S) 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 100.0000 400.00 2.400 240.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 5,960.00 2,463.000 4,926.00 S) PROGRAM CAS145 PAGE 2 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-295924 TIME 04:12 PM ESTIMATE NO. 08 BID OPENING 10/12/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: WAYNE RINARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,700.00 40.000 1,800.00 S) 24 TEMPORARY PAVEMENT MARKER EA 12.5000 2,125.00 154.000 1,925.00 S) 25 TEMPORARY DELINEATOR (CLASS 1) EA 45.0000 720.00 20.000 900.00 S) 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,500.0000 11,000.00 0.789 4,339.50 S) 27 TEMPORARY RAILING (TYPE K) M 95.0000 52,250.00 646.200 61,389.00 28 TEMPORARY CRASH CUSHION MODULE EA 450.0000 12,600.00 42.000 18,900.00 S) 29 ABANDON PIPELINE M 150.0000 7,500.00 25.000 3,750.00 30 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,700.00 82.500 1,650.00 S) 31 REMOVE PAVEMENT MARKER EA 8.0000 880.00 110.000 880.00 S) 32 REMOVE ROADSIDE SIGN EA 125.0000 875.00 0.000 0.00 33 REMOVE CULVERT M 250.0000 500.00 2.000 500.00 34 RELOCATE END PLUG EA 900.0000 900.00 1.000 900.00 35 RESET ROADSIDE SIGN EA 450.0000 1,800.00 3.000 1,350.00 36 RELOCATE MAILBOX EA 450.0000 2,250.00 0.000 0.00 37 BRIDGE REMOVAL LS 70,000.0000 70,000.00 1.000 70,000.00 38 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 39 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 40 ROADWAY EXCAVATION M3 8.0000 79,200.00 2,374.000 18,992.00 3,223.000 25,784.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 15,200.00 380.000 15,200.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 10,440.00 125.000 7,500.00 174.000 10,440.00 F) 43 WASHED GRAVEL (75 MM, MAXIMUM) TONN 53.0000 219,950.00 3,870.000 205,110.00 44 SAND BACKFILL M3 500.0000 2,000.00 0.000 0.00 45 DITCH EXCAVATION M3 150.0000 3,600.00 0.000 0.00 46 IMPORTED BORROW M3 20.0000 136,000.00 6,800.000 136,000.00 47 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 24,900.00 0.000 0.00 48 SUBGRADE ENHANCEMENT FABRIC M2 5.0000 22,500.00 4,273.000 21,365.00 49 STRAW (EROSION CONTROL) TONN 400.0000 2,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-295924 TIME 04:12 PM ESTIMATE NO. 08 BID OPENING 10/12/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: WAYNE RINARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 1.0000 960.00 0.000 0.00 S) 51 COMPOST (EROSION CONTROL) M3 475.0000 3,325.00 0.000 0.00 S) 52 PURE LIVE SEED (EROSION CONTROL) KG 65.0000 3,250.00 0.000 0.00 S) 53 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 510.00 0.000 0.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 720.00 0.000 0.00 S) 55 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 56 CLASS 2 AGGREGATE BASE M3 75.0000 262,500.00 1,902.110 142,658.25 2,852.110 213,908.25 57 ASPHALT CONCRETE (TYPE A) TONN 106.0000 680,520.00 3,918.000 415,308.00 5,250.060 556,506.36 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 13,000.00 0.000 0.00 AREA) 59 FURNISH STEEL PILING (HP 360 X 174) M 165.0000 139,095.00 843.000 139,095.00 F) 60 DRIVE STEEL PILE (HP 360 X 174) EA 2,800.0000 112,000.00 40.000 112,000.00 S) 61 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 1.000 55,000.00 S) 62 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,100.0000 51,700.00 47.000 51,700.00 F) 63 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 379,500.00 14.000 15,400.00 345.000 379,500.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,250.0000 86,250.00 69.000 86,250.00 69.000 86,250.00 F) (TYPE N) 65 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 13,640.00 3.200 7,040.00 F) 66 JOINT SEAL (MR 40 MM) M 120.0000 3,240.00 0.000 0.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 122,100.00 40,700.000 122,100.00 SF) 68 ROADSIDE SIGN - ONE POST EA 750.0000 5,250.00 0.000 0.00 69 300 MM REINFORCED CONCRETE PIPE M 250.0000 1,500.00 0.000 0.00 70 600 MM REINFORCED CONCRETE PIPE M 300.0000 3,000.00 0.000 0.00 71 450 MM REINFORCED CONCRETE PRESSURE PIPE M 285.0000 17,100.00 66.000 18,810.00 (CLASS IV, RUBBER GASKET JOINT) 72 300 MM CONCRETE FLARED END SECTION EA 550.0000 1,100.00 0.000 0.00 73 600 MM CONCRETE FLARED END SECTION EA 700.0000 1,400.00 0.000 0.00 74 450 MM SLIDE HEADGATE EA 2,300.0000 4,600.00 0.000 0.00 75 1200 MM STANDPIPE M 600.0000 1,800.00 3.000 1,800.00 76 ROCK SLOPE PROTECTION (1/4 T, METHOD A) TONN 50.0000 205,000.00 851.000 42,550.00 PROGRAM CAS145 PAGE 4 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-295924 TIME 04:12 PM ESTIMATE NO. 08 BID OPENING 10/12/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: WAYNE RINARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION TONN 40.0000 68,000.00 604.000 24,160.00 (BACKING NO. 1, METHOD B) 78 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 54.0000 194,400.00 2,633.750 142,222.50 79 ROCK SLOPE PROTECTION FABRIC M2 3.2500 4,517.50 251.000 815.75 80 MISCELLANEOUS METAL (BRIDGE) KG 25.0000 5,625.00 225.000 5,625.00 225.000 5,625.00 SF) 81 DELINEATOR (CLASS 1) EA 50.0000 2,500.00 0.000 0.00 82 MARKER (CULVERT) EA 65.0000 260.00 0.000 0.00 83 OBJECT MARKER (TYPE L-1) EA 65.0000 1,300.00 0.000 0.00 84 TUBULAR BICYCLE RAILING M 215.0000 20,640.00 96.000 20,640.00 96.000 20,640.00 SF) 85 TRANSITION RAILING (TYPE WB) EA 4,500.0000 9,000.00 4.000 18,000.00 4.000 18,000.00 S) 86 END CAP (TYPE A) EA 200.0000 400.00 0.000 0.00 S) 87 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 0.000 0.00 S) 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 5.000 12,500.00 5.000 12,500.00 S) 89 CONCRETE BARRIER (TYPE 732 MODIFIED) M 325.0000 31,200.00 96.000 31,200.00 96.000 31,200.00 F) 90 THERMOPLASTIC TRAFFIC STRIPE M 2.3500 5,005.50 2,200.000 5,170.00 2,200.000 5,170.00 S) 91 THERMOPLASTIC PAVEMENT MARKING M2 150.0000 1,350.00 0.000 0.00 S) 92 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,000.00 192.000 1,920.00 192.000 1,920.00 S) PROGRAM CAS145 PAGE 5 DATE 09/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-295924 TIME 04:12 PM ESTIMATE NO. 08 BID OPENING 10/12/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: WAYNE RINARD DATE OF THIS ESTIMATE 09/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 782,478.25 2,892,778.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 25,234.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 782,478.25 2,918,012.95 93 MOBILIZATION LS 395,000.0000 395,000.00 1.000 395,000.00 ORIGINAL CONTRACT AMOUNT 3,967,518.00 TOTAL WORK COMPLETED 782,478.25 3,313,012.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 782,478.25 3,313,012.95 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 11/18/05 170 01/23/06 12/05/05 12/01/06 90 109 0 0 82% 53% PROGRESS IS SATISFACTORY PER RE REQUEST WAYNE RINARD RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/06