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 11/27/07 EST. NO.06 TIME 04:05 PM R.E. NAME: WOOD, JAMES 02-2C74U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 3,576.41 E.W. @ F.A.(+) 071107 N 001 0 0002 3,267.44 071207 N 002 0 0003 1,123.91 071307 N 003 0 0004 4,540.88 071507 N 004 0 0014 1,565.71 081307 N 014 0 0017 5,530.91 071607 N 017 0 003 0001 360.58 E.W. @ F.A.(+) 073107 N TSI001 0002 313.98 080107 N TSI002 004 0001 1,575.00 E.W. @ L.S.(+) 080207 N 1 0 21,854.82 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 21,854.82 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 11/27/07 EST. NO.06 TIME 04:05 PM R.E. NAME: WOOD, JAMES 02-2C74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LANE CLOSURE 10/15 -9,600.00 04 LANE CLOSURE 11/15 -9,600.00 06 -9,600.00 -19,200.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 08/07 -2,000.00 02 PER LTR DATED 9/07 -2,000.00 03 PER LTR DATED 10/07 -6,000.00 04 RETURN 8/07 DEDUCT 2,000.00 04 PER LTR DATED 11/07 -5,000.00 06 -5,000.00 -13,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -9,000.00 03 0.00 -9,000.00 TOTAL DEDUCTIONS -14,600.00 -41,200.00 PROGRAM CAS145 PAGE 1 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 04:05 PM ESTIMATE NO. 06 BID OPENING 05/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/27/07 LOCATION PROGRESS ESTIMATE 02-SHA-5-1.9/R19.0 ----------------- J F SHEA CONSTRUCTION INC IN SHASTA COUNTY FROM NORTH P O BOX 494519 COTTONWOOD UNDERCROSSING TO CHURN REDDING CA 96049 CREEK BRIDGE FED. AID NO. N O N E RESURFACE RUBBERIZED ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 0.500 10,000.00 02 TIME-RELATED OVERHEAD WDAY 250.0000 31,250.00 19.000 4,750.00 76.000 19,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.152 2,280.00 0.608 9,120.00 04 PREPARE WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 0.750 2,250.00 PROGRAM 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 4,000.0000 4,000.00 0.076 304.00 0.804 3,216.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.040 1,200.00 0.780 23,400.00 S) 07 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.152 60,800.00 0.608 243,200.00 S) 08 TRAFFIC PLASTIC DRUM EA 100.0000 9,600.00 96.000 9,600.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.152 9,120.00 0.608 36,480.00 S) 10 TEMPORARY RAILING (TYPE K) LF 25.0000 60,000.00 300.000 7,500.00 2,540.000 63,500.00 11 TEMPORARY CRASH CUSHION MODULE EA 69.0000 8,280.00 84.000 5,796.00 S) 12 REMOVE METAL BEAM GUARD RAILING LF 6.0000 14,400.00 260.000 1,560.00 2,102.000 12,612.00 S) 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.4000 49,980.00 12,514.000 42,547.60 S) STRIPE 14 REMOVE WHITE TRAFFIC STRIPE LF 0.8500 36,890.00 31,044.000 26,387.40 S) 15 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 32,500.00 3,643.000 18,215.00 S) 16 REMOVE CONCRETE PAVEMENT CY 80.0000 127,200.00 1,666.380 133,310.40 17 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 95,434.00 3,774.000 7,548.00 47,717.000 95,434.00 18 REMOVE POLYESTER CONCRETE OVERLAY SQFT 4.0000 18,240.00 4,129.000 16,516.00 4,129.000 16,516.00 19 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 233,200.00 170.040 680.16 68,947.110 275,788.44 S) 20 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 30,669.00 69,658.000 17,414.50 123,094.000 30,773.50 21 CLEAN BRIDGE DECK SQFT 1.0000 9,691.00 0.000 0.00 22 ROADWAY EXCAVATION CY 125.0000 12,500.00 99.600 12,450.00 99.600 12,450.00 PROGRAM CAS145 PAGE 2 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 04:05 PM ESTIMATE NO. 06 BID OPENING 05/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.800 2,000.00 24 AGGREGATE BASE (APPROACH SLAB) CY 150.0000 6,150.00 14.400 2,160.00 72.200 10,830.00 25 SEAL RANDOM CRACKS LNMI 2,000.0000 30,000.00 15.350 30,700.00 26 ASPHALT CONCRETE (TYPE A, 1 1/2" TON 140.0000 467,600.00 3,524.500 493,430.00 MAXIMUM GRADING) 27 ASPHALT CONCRETE (TYPE A, 3/4" MAXIMUM TON 160.0000 384,000.00 26.030 4,164.80 3,147.010 503,521.60 GRADING) 28 RUBBERIZED ASPHALT CONCRETE (TYPE O) TON 90.0000 2,790,000.00 78.240 7,041.60 33,644.830 3,028,034.70 29 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 8.0000 240.00 0.000 0.00 30 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 8.0000 4,000.00 0.000 0.00 31 SHOULDER RUMBLE STRIP STA 400.0000 21,600.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 32 DECK RECONSTRUCTION LS 15,000.0000 15,000.00 1.000 15,000.00 33 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 392,000.00 73.860 73,860.00 433.960 433,960.00 (TYPE R) 34 MINOR CONCRETE (MINOR STRUCTURE) CY 3,700.0000 55,500.00 7.104 26,284.80 7.704 28,504.80 F) 35 PAVING NOTCH EXTENSION CY 4,200.0000 46,620.00 2.160 9,072.00 10.160 42,672.00 36 CLEAN EXPANSION JOINT LF 30.0000 56,310.00 0.000 0.00 37 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 920,800.00 5,345.200 534,520.00 8,752.100 875,210.00 38 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 245,352.00 69,658.000 139,316.00 123,094.000 246,188.00 F) 39 JOINT SEAL (MR 1/2") LF 21.0000 19,509.00 0.000 0.00 S) 40 JOINT SEAL (MR 1") LF 23.0000 31,027.00 0.000 0.00 S) 41 TREAT BRIDGE DECK SQFT 0.5000 4,845.50 0.000 0.00 F) 42 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 90.0000 9,630.00 0.000 0.00 43 OBJECT MARKER (TYPE L-1) EA 45.0000 540.00 0.000 0.00 44 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 33,900.00 0.000 0.00 S) 45 DOUBLE METAL BEAM GUARD RAILING LF 37.0000 42,180.00 0.000 0.00 S) (WOOD POST) 46 TRANSITION RAILING (TYPE WB) EA 4,100.0000 69,700.00 0.000 0.00 S) 47 RAIL TENSIONING ASSEMBLY EA 550.0000 3,850.00 0.000 0.00 S) 48 END CAP (TYPE A) EA 275.0000 275.00 0.000 0.00 49 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 04:05 PM ESTIMATE NO. 06 BID OPENING 05/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 13,200.00 0.000 0.00 S) 51 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 12,000.00 0.000 0.00 S) 52 CRASH CUSHION (TYPE CAT) EA 5,700.0000 34,200.00 0.000 0.00 S) 53 CRASH CUSHION (TYPE CAT) BACKUP EA 1,120.0000 6,720.00 0.000 0.00 S) 54 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 39,000.00 1,855.550 11,133.30 1,855.550 11,133.30 S) 55 THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 131,760.00 132,726.000 31,854.24 132,726.000 31,854.24 S) (SPRAYABLE) 56 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6700 33,030.00 0.000 0.00 S) 57 MODIFY SIGNAL (LOCATION 1) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 58 MODIFY SIGNAL (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 4 DATE 11/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 04:05 PM ESTIMATE NO. 06 BID OPENING 05/22/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 11/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 981,529.40 6,867,634.98 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,854.82 21,854.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,003,384.22 6,889,489.80 59 MOBILIZATION LS 675,000.0000 675,000.00 1.000 675,000.00 ORIGINAL CONTRACT AMOUNT 7,926,072.50 TOTAL WORK COMPLETED 1,003,384.22 7,564,489.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,600.00 -41,200.00 TOTAL 988,784.22 7,523,289.80 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 2,000.00 20,000.00 18,000.00 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 06/28/07 125 07/02/07 08/29/07 01/02/08 35 21 15 0 79% 25% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/07