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 09/26/07 EST. NO.03 TIME 03:29 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 --------------------------------------------------------------------------- *** 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 09/26/07 EST. NO.03 TIME 03:29 PM R.E. NAME: WOOD, JAMES 02-2C74U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 08/07 -2,000.00 02 PER LTR DATED 9/07 -2,000.00 03 -2,000.00 -4,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -9,000.00 03 -9,000.00 -9,000.00 TOTAL DEDUCTIONS -11,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 03:29 PM ESTIMATE NO. 03 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 09/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 09/26/07 LOCATION RERUN 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 0.500 10,000.00 02 TIME-RELATED OVERHEAD WDAY 250.0000 31,250.00 21.000 5,250.00 46.000 11,500.00 03 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.368 5,520.00 0.368 5,520.00 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 0.684 2,736.00 0.684 2,736.00 06 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.110 3,300.00 0.710 21,300.00 S) 07 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.168 67,200.00 0.368 147,200.00 S) 08 TRAFFIC PLASTIC DRUM EA 100.0000 9,600.00 24.000 2,400.00 96.000 9,600.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.168 10,080.00 0.368 22,080.00 S) 10 TEMPORARY RAILING (TYPE K) LF 25.0000 60,000.00 440.000 11,000.00 2,240.000 56,000.00 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 14,400.00 356.000 2,136.00 1,842.000 11,052.00 S) 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.4000 49,980.00 1,560.000 5,304.00 12,514.000 42,547.60 S) STRIPE 14 REMOVE WHITE TRAFFIC STRIPE LF 0.8500 36,890.00 3,353.000 2,850.05 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 127,200.00 421.000 33,680.00 1,666.380 133,310.40 17 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 95,434.00 3,012.000 6,024.00 27,894.000 55,788.00 18 REMOVE POLYESTER CONCRETE OVERLAY SQFT 4.0000 18,240.00 0.000 0.00 19 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 233,200.00 10,482.810 41,931.24 65,413.200 261,652.80 S) 20 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 30,669.00 53,436.000 13,359.00 53,436.000 13,359.00 21 CLEAN BRIDGE DECK SQFT 1.0000 9,691.00 0.000 0.00 22 ROADWAY EXCAVATION CY 125.0000 12,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 03:29 PM ESTIMATE NO. 03 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 09/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 09/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 1,500.00 0.800 2,000.00 24 AGGREGATE BASE (APPROACH SLAB) CY 150.0000 6,150.00 57.800 8,670.00 57.800 8,670.00 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 467,600.00 766.140 107,259.60 3,526.480 493,707.20 MAXIMUM GRADING) 27 ASPHALT CONCRETE (TYPE A, 3/4" MAXIMUM TON 160.0000 384,000.00 1,285.690 205,710.40 2,457.090 393,134.40 GRADING) 28 RUBBERIZED ASPHALT CONCRETE (TYPE O) TON 90.0000 2,790,000.00 21,982.790 1,978,451.10 23,561.060 2,120,495.40 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 0.000 0.00 33 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 392,000.00 349.100 349,100.00 360.100 360,100.00 (TYPE R) 34 MINOR CONCRETE (MINOR STRUCTURE) CY 3,700.0000 55,500.00 0.000 0.00 F) 35 PAVING NOTCH EXTENSION CY 4,200.0000 46,620.00 8.000 33,600.00 8.000 33,600.00 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 3,406.900 340,690.00 3,406.900 340,690.00 38 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0000 245,352.00 53,436.000 106,872.00 53,436.000 106,872.00 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 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 03:29 PM ESTIMATE NO. 03 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 09/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 09/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 55 THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 131,760.00 0.000 0.00 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 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C74U4 TIME 03:29 PM ESTIMATE NO. 03 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 09/20/07 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 09/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,354,623.39 4,771,263.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,354,623.39 4,771,263.20 59 MOBILIZATION LS 675,000.0000 675,000.00 0.250 168,750.00 1.000 675,000.00 ORIGINAL CONTRACT AMOUNT 7,926,072.50 TOTAL WORK COMPLETED 3,523,373.39 5,446,263.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,000.00 -13,000.00 TOTAL 3,512,373.39 5,433,263.20 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 15 0 0 0 60% 12% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/07