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 10/25/06 EST. NO.05 TIME 07:16 PM R.E. NAME: HINTON, JOHN 02-347104 --------------------------------------------------------------------------- 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 0031 106.60 E.W. @ U.P (+) 081706 N 0031 0 0032 26.66 081806 N 0032 0 133.26 TOTAL THIS ESTIMATE 10,090.10 TOTAL PREVIOUS ESTIMATE 10,223.36 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 10/25/06 EST. NO.05 TIME 07:16 PM R.E. NAME: HINTON, JOHN 02-347104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR 07/06 -2,000.00 02 RECV'D PAYROLL 2,000.00 04 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-347104 TIME 07:16 PM ESTIMATE NO. 05 BID OPENING 11/29/05 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: HINTON, JOHN DATE OF THIS ESTIMATE 10/25/06 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-96-65.2/65.6 ----------------------- STEWART ENGINEERING INC IN SISKIYOU COUNTY NEAR SEIAD P O BOX 990010 VALLEY FROM 0.3 KM WEST TO 0.3 KM REDDING CA 96099 EAST OF ONEIL CREEK FED. AID NO. ACST-P096(46)E ,P-P096(46)E REPLACE CULVERTS WITH BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 11.0000 440.00 40.000 440.00 02 900 MM TEMPORARY CULVERT M 250.0000 6,250.00 25.000 6,250.00 03 PREPARE STORM WATER POLLUTION LS 2,150.0000 2,150.00 0.750 1,612.50 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 8,100.0000 8,100.00 0.200 1,620.00 0.820 6,642.00 05 TEMPORARY SILT FENCE M 16.0000 640.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,600.0000 3,600.00 1.000 3,600.00 07 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 S) 08 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.470 16,450.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 175.0000 1,750.00 9.500 1,662.50 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 13.0000 3,380.00 237.600 3,088.80 S) 11 TEMPORARY SIGNAL SYSTEM LS 105,000.0000 105,000.00 0.030 3,150.00 0.770 80,850.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 17,000.00 1.000 8,500.00 S) 13 TEMPORARY FLASHING BEACON LS 19,000.0000 19,000.00 0.030 570.00 0.770 14,630.00 S) 14 TEMPORARY RAILING (TYPE K) M 80.0000 7,360.00 80.000 6,400.00 15 REMOVE TRAFFIC STRIPE M 11.0000 2,640.00 150.700 1,657.70 S) 16 REMOVE PAVEMENT MARKING M2 238.0000 952.00 2.000 476.00 S) 17 REMOVE ROADSIDE SIGN EA 200.0000 400.00 2.000 400.00 18 REMOVE HEADWALL EA 3,200.0000 3,200.00 1.000 3,200.00 19 RELOCATE MARKER EA 80.0000 240.00 1.000 80.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 51.0000 7,650.00 0.000 0.00 21 REMOVE DEBRI RACK LS 5,450.0000 5,450.00 1.000 5,450.00 22 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-347104 TIME 07:16 PM ESTIMATE NO. 05 BID OPENING 11/29/05 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: HINTON, JOHN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DEVELOP WATER SUPPLY LS 1,000.0000 1,000.00 0.750 750.00 24 ROADWAY EXCAVATION M3 23.0000 14,720.00 707.600 16,274.80 25 STRUCTURE EXCAVATION (TYPE D) M3 77.0000 86,625.00 -44.000 -3,388.00 1,125.000 86,625.00 F) 26 STRUCTURE BACKFILL (BRIDGE) M3 180.0000 115,200.00 576.000 103,680.00 640.000 115,200.00 F) 27 IMPORTED MATERIAL (SHOULDER BACKING) TONN 50.0000 2,700.00 0.000 0.00 28 IMPORTED RIVER GRAVEL TONN 67.0000 28,810.00 474.000 31,758.00 474.000 31,758.00 29 PLACE MULCH (EROSION CONTROL) M3 135.0000 14,850.00 0.000 0.00 30 CLASS 2 AGGREGATE BASE M3 145.0000 44,950.00 96.000 13,920.00 31 ASPHALT CONCRETE (TYPE A) TONN 135.0000 71,550.00 96.960 13,089.60 32 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 81,000.00 135.000 81,000.00 F) 33 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 158,000.00 118.500 118,500.00 158.000 158,000.00 F) 34 MINOR CONCRETE (WEED BARRIER) M3 1,400.0000 11,200.00 0.000 0.00 35 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 3,220.00 0.000 0.00 F) 36 FURNISH PRECAST PRESTRESSED CONCRETE M2 850.0000 136,850.00 158.850 135,022.50 158.850 135,022.50 S) SLAB (TYPE SIV) 37 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,980.0000 17,820.00 9.000 17,820.00 9.000 17,820.00 S) UNIT 38 FURNISH POLYESTER CONCRETE OVERLAY M3 5,120.0000 17,920.00 0.000 0.00 39 PLACE POLYESTER CONCRETE OVERLAY M2 182.0000 24,752.00 0.000 0.00 40 JOINT SEAL (MR 15 MM) M 300.0000 6,600.00 0.000 0.00 41 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 62,400.00 4,622.000 13,866.00 19,760.000 59,280.00 S) 42 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 35,720.00 1,628.500 6,514.00 8,483.500 33,934.00 (BRIDGE) 43 ROADSIDE SIGN - ONE POST EA 400.0000 1,200.00 0.000 0.00 44 ROADSIDE SIGN - TWO POST EA 900.0000 900.00 0.000 0.00 45 450 MM CORRUGATED STEEL PIPE M 1,400.0000 2,800.00 0.000 0.00 (2.01 MM THICK) 46 600 MM CORRUGATED STEEL PIPE M 1,500.0000 1,500.00 0.000 0.00 (2.01 MM THICK) 47 ROCK SLOPE PROTECTION TONN 80.0000 9,600.00 112.000 8,960.00 112.000 8,960.00 (FACING, METHOD B) 48 ROCK SLOPE PROTECTION TONN 85.0000 28,900.00 323.900 27,531.50 323.900 27,531.50 (BACKING NO. 1, METHOD B) 49 ROCK SLOPE PROTECTION TONN 88.0000 10,560.00 119.400 10,507.20 (BACKING NO. 3, METHOD B) PROGRAM CAS145 PAGE 3 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-347104 TIME 07:16 PM ESTIMATE NO. 05 BID OPENING 11/29/05 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: HINTON, JOHN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION (1/2T, METHOD B) TONN 85.0000 67,150.00 715.000 60,775.00 715.000 60,775.00 51 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 88.0000 23,760.00 244.800 21,542.40 52 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,150.00 118.000 590.00 293.000 1,465.00 53 MISCELLANEOUS IRON AND STEEL KG 23.0000 4,968.00 0.000 0.00 F) 54 DELINEATOR (CLASS 1) EA 130.0000 4,420.00 34.000 4,420.00 55 DELINEATOR (CLASS 2) EA 140.0000 420.00 0.000 0.00 56 OBJECT MARKER (TYPE L-1) EA 125.0000 750.00 0.000 0.00 57 METAL BEAM GUARD RAILING M 110.0000 3,410.00 0.000 0.00 S) 58 TUBULAR HANDRAILING M 400.0000 25,600.00 0.000 0.00 59 TRANSITION RAILING (TYPE WB) EA 4,200.0000 16,800.00 0.000 0.00 60 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 61 END SECTION EA 220.0000 880.00 0.000 0.00 S) 62 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 1,700.00 0.000 0.00 S) 63 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 7,200.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 736 MODIFIED) M 580.0000 16,820.00 0.000 0.00 65 THERMOPLASTIC PAVEMENT MARKING M2 105.0000 525.00 0.000 0.00 S) 66 THERMOPLASTIC TRAFFIC STRIPE M 8.0000 3,360.00 0.000 0.00 S) (SPRAYABLE) 67 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 65.0000 2,730.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-347104 TIME 07:16 PM ESTIMATE NO. 05 BID OPENING 11/29/05 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: HINTON, JOHN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 526,969.00 1,064,014.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 133.26 10,223.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 527,102.26 1,074,237.86 68 MOBILIZATION LS 150,000.0000 150,000.00 0.050 7,500.00 1.000 150,000.00 ORIGINAL CONTRACT AMOUNT 1,559,317.00 TOTAL WORK COMPLETED 534,602.26 1,224,237.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 534,602.26 1,224,237.86 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 03/08/06 110 06/12/06 03/23/06 11/21/06 90 57 0 0 77% 82% PROGRESS IS SATISFACTORY HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/06