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 10/24/06 EST. NO.08 TIME 01:27 PM R.E. NAME: BAILEY, JOHN 02-0C8104 --------------------------------------------------------------------------- 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 10/24/06 EST. NO.08 TIME 01:27 PM R.E. NAME: BAILEY, JOHN 02-0C8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/06 -10,000.00 05 PER LTR DATED 09/06 -10,000.00 07 PER LTR DATED 10/09 -7,000.00 08 RC'D PAYROLLS 10,000.00 08 3,000.00 -17,000.00 TOTAL DEDUCTIONS 3,000.00 -17,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C8104 TIME 01:27 PM ESTIMATE NO. 08 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: BAILEY, JOHN DATE OF THIS ESTIMATE 10/24/06 LOCATION PROGRESS ESTIMATE 02-SHA-44-R1.2/R4.2 ----------------- TULLIS INC IN SHASTA COUNTY IN REDDING FROM P O BOX 493416 VICTOR AVENUE OVERCROSSING TO 0.9 REDDING CA 96049 KM EAST OF AIRPORT ROAD OVERCROSSING FED. AID NO. ACST-P044(42)E ,PHG-P044(42)E CONSTRUCT CONCRETE MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 20.0000 3,400.00 171.000 3,420.00 02 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 1.000 3,750.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 6,000.0000 6,000.00 0.180 1,080.00 1.000 6,000.00 04 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 3.000 6,000.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,000.00 0.000 0.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.340 5,100.00 1.000 15,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.180 31,500.00 1.000 175,000.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 35.5000 568.00 0.000 0.00 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 0.180 1,260.00 1.000 7,000.00 S) 10 TEMPORARY RAILING (TYPE K) M 97.0000 32,980.00 312.000 30,264.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 175.0000 2,450.00 28.000 4,900.00 S) 12 ABANDON CULVERT M 82.0000 10,660.00 85.500 7,011.00 13 OBLITERATE SURFACING M2 4.0000 6,920.00 1,728.000 6,912.00 14 REMOVE CHAIN LINK FENCE M 200.0000 240.00 1.200 240.00 1.200 240.00 15 REMOVE METAL BEAM GUARD RAILING M 105.0000 2,415.00 23.000 2,415.00 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 4,680.00 0.000 0.00 STRIPE 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.2000 4,686.00 1,969.400 4,332.68 1,969.400 4,332.68 18 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 75.0000 525.00 6.120 459.00 6.120 459.00 19 REMOVE PAVEMENT MARKER EA 3.5000 2,240.00 640.000 2,240.00 20 REMOVE ROADSIDE SIGN EA 85.0000 765.00 6.000 510.00 21 REMOVE ASPHALT CONCRETE M2 30.0000 1,980.00 3.070 92.10 22 REMOVE ASPHALT CONCRETE DIKE M 200.0000 1,600.00 8.000 1,600.00 8.000 1,600.00 PROGRAM CAS145 PAGE 2 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C8104 TIME 01:27 PM ESTIMATE NO. 08 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: BAILEY, JOHN DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT M 1,778.0000 16,002.00 12.960 23,042.88 24 REMOVE INLET EA 1,000.0000 18,000.00 14.000 14,000.00 25 SALVAGE METAL BEAM GUARD RAILING M 43.0000 8,600.00 190.900 8,208.70 26 RELOCATE CHAIN LINK FENCE M 900.0000 2,700.00 3.000 2,700.00 27 RELOCATE CRASH CUSHION EA 14,000.0000 14,000.00 1.000 14,000.00 S) 28 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 119,600.00 37,375.000 149,500.00 S) 30 REMOVE CONCRETE M3 650.0000 5,200.00 9.130 5,934.50 31 REMOVE CONCRETE (MISCELLANEOUS) M3 1,000.0000 1,000.00 1.000 1,000.00 32 CAP INLET EA 500.0000 500.00 1.000 500.00 33 SALVAGE CRASH CUSHION EA 104.0000 1,872.00 18.000 1,872.00 34 ROADWAY EXCAVATION M3 400.0000 64,000.00 200.000 80,000.00 35 LEAD COMPLIANCE PLAN LS 1,600.0000 1,600.00 0.000 0.00 36 SAND BACKFILL M3 317.5000 8,890.00 28.600 9,080.50 37 DITCH EXCAVATION M3 75.0000 36,000.00 528.600 39,645.00 38 IMPORTED BORROW M3 70.0000 399,700.00 5,122.500 358,575.00 39 EROSION CONTROL (MULCH) M3 120.0000 6,000.00 49.700 5,964.00 49.700 5,964.00 40 CLASS 2 AGGREGATE BASE M3 70.0000 280,000.00 3,939.980 275,798.60 41 ASPHALT CONCRETE (TYPE A) TONN 90.0000 1,287,000.00 14.500 1,305.00 14,407.610 1,296,684.90 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 6,080.00 95.000 7,600.00 95.000 7,600.00 AREA) 43 SHOULDER RUMBLE STRIP STA 110.0000 10,450.00 92.770 10,204.70 92.770 10,204.70 (AC, GROUND-IN INDENTATIONS) 44 CLASS 4 CONCRETE (BACKFILL) M3 250.0000 4,750.00 44.020 11,005.00 45 MINOR CONCRETE (MINOR STRUCTURE) M3 2,565.0000 123,120.00 48.000 123,120.00 F) 46 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0500 68,246.05 7,541.000 68,246.05 F) 47 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 5,278.70 7,541.000 5,278.70 SF) 48 1524 MM CAST-IN-DRILLED-HOLE M 4,275.0000 29,925.00 7.000 29,925.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 24.0000 7,200.00 297.200 7,132.80 PROGRAM CAS145 PAGE 3 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C8104 TIME 01:27 PM ESTIMATE NO. 08 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: BAILEY, JOHN DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADSIDE SIGN - ONE POST EA 475.0000 1,425.00 0.000 0.00 51 450 MM PLASTIC PIPE M 230.0000 25,300.00 85.600 19,688.00 52 600 MM REINFORCED CONCRETE PIPE M 1,820.0000 2,002.00 1.000 1,820.00 53 900 MM REINFORCED CONCRETE PIPE M 1,830.0000 2,745.00 1.500 2,745.00 54 700 MM X 500 MM CORRUGATED STEEL PIPE M 1,750.0000 1,750.00 1.000 1,750.00 ARCH (2.01 MM THICK) 55 900 MM REINFORCED CONCRETE PIPE RISER M 1,500.0000 28,500.00 15.780 23,670.00 56 ROCK SLOPE PROTECTION M3 110.0000 30,800.00 294.460 32,390.60 (FACING, METHOD B) 57 MINOR CONCRETE (DITCH LINING) M3 392.0000 10,976.00 72.490 28,416.08 58 ROCK SLOPE PROTECTION FABRIC M2 1.0000 770.00 824.500 824.50 59 MINOR CONCRETE (MISCELLANEOUS M3 2,090.0000 3,344.00 1.600 3,344.00 1.600 3,344.00 CONSTRUCTION) 60 MISCELLANEOUS IRON AND STEEL KG 5.0000 12,475.00 2,495.000 12,475.00 F) 61 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 SLATTED) 62 MARKER (CULVERT) EA 65.0000 260.00 0.000 0.00 63 METAL BEAM GUARD RAILING M 330.0000 6,270.00 19.000 6,270.00 S) 64 WILDLIFE PASSAGE WAY (TYPE M) EA 2,000.0000 8,000.00 8.000 16,000.00 65 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 2.000 6,000.00 S) 66 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 900.00 1.000 900.00 S) 67 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 3.000 7,500.00 S) 68 CONCRETE BARRIER (TYPE 60) M 113.0000 350,300.00 3,116.000 352,108.00 69 CONCRETE BARRIER (TYPE 60C) M 151.0000 215,930.00 1,442.100 217,757.10 70 CONCRETE BARRIER (TYPE 60E) M 650.0000 78,000.00 91.000 59,150.00 71 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 700.00 6.120 428.40 6.120 428.40 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 11,887.50 9,841.000 12,301.25 9,841.000 12,301.25 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 8,420.00 8,801.000 8,801.00 8,801.000 8,801.00 S) (BROKEN 10.98 M - 3.66 M) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 55.0000 55.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 6,250.00 1,255.000 6,275.00 1,255.000 6,275.00 S) 76 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,069.0000 30,069.00 0.370 11,125.53 1.000 30,069.00 S) PROGRAM CAS145 PAGE 4 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C8104 TIME 01:27 PM ESTIMATE NO. 08 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: BAILEY, JOHN DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TRAFFIC MONITORING STATION LS 23,607.0000 23,607.00 0.900 21,246.30 1.000 23,607.00 S) PROGRAM CAS145 PAGE 5 DATE 10/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0C8104 TIME 01:27 PM ESTIMATE NO. 08 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: BAILEY, JOHN DATE OF THIS ESTIMATE 10/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 138,166.86 3,706,454.04 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 428,077.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 138,166.86 4,134,531.12 78 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 3,898,808.25 TOTAL WORK COMPLETED 138,166.86 4,334,531.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 3,000.00 -17,000.00 TOTAL 141,166.86 4,317,531.12 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 12/20/05 125 04/24/06 01/04/06 10/25/06 122 78 0 0 98% 98% PROGRESS IS SATISFACTORY BAILEY, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/06