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 02/06/07 EST. NO.14 TIME 10:20 AM R.E. NAME: WOOD, JAMES 02-387504 --------------------------------------------------------------------------- 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 0007 1,591.66 E.W. @ F.A.(+) 102306 N 003 0 005 0008 307.05 E.W. @ F.A.(+) 062106 N 120-89 007 0004 272.75 E.W. @ F.A.(+) 112906 N 003 0 0005 197.97 053106 N 120-10 0006 316.29 060106 N 120-20 0007 3,662.34 081706 N 120-30 0008 479.49 102506 N 120-40 0009 2,814.42 102606 N 120-50 0010 1,545.21 102706 N 120-60 0011 5,119.79 111006 N 120-70 008 0007 525.53 E.W. @ F.A.(+) 101906 N 007 0 0012 9,512.62 102006 N 012 0 0026 4,695.04 061906 N JLF001 0027 666.04 062806 N JLF002 0028 304.85 072706 N JLF003 0029 28,332.14 080806 N JLF004 0030 11,560.85 080906 N JLF005 0031 3,372.66 081006 N JLF006 0032 993.04 083106 N JLF007 0033 2,556.63 091806 N JLF008 0034 3,193.90 092906 N JLF009 0035 2,131.31 100206 N JLF010 0036 3,474.22 100306 N JLF011 0037 1,219.06 100406 N JLF012 0038 3,252.84 100606 N JLF013 0039 1,774.12 092206 N JLF014 0040 405.27 110706 N 025 0 011 0001 19,223.58 A.C. @ U.P.(+) 111706 N RE0010 012 0001 -15,913.56 A.C. @ U.P.(-) 101906 N RE0010 013 0001 -6,201.63 A.C. @ U.P.(-) 071906 N RE0010 91,385.48 TOTAL THIS ESTIMATE 368,480.39 TOTAL PREVIOUS ESTIMATE 459,865.87 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 02/06/07 EST. NO.14 TIME 10:20 AM R.E. NAME: WOOD, JAMES 02-387504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM2025 -10,000.00 13 MISSING FHWS 47 -10,000.00 13 RECEIVED FHWA 47 10,000.00 14 RECEIVED CEM2025 10,000.00 14 20,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 04/06 -1,000.00 05 PER LTR. 08/06 -5,000.00 09 RECVD PAYROLLS 1,000.00 09 PER LTR DATED 11/06 -5,000.00 12 0.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 10:20 AM ESTIMATE NO. 14 BID OPENING 08/09/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 02/06/07 LOCATION SEMI-FINAL ESTIMATE 02-SHA-5-R40.4/R44.4 ------------------- J F SHEA CONSTRUCTION INC IN SHASTA COUNTY NEAR LAKEHEAD FROM P O BOX 494519 SACRAMENTO RIVER BRIDGE TO 1.6 KM REDDING CA 960494519 SOUTH OF DOG CREEK BRIDGE FED. AID NO. ACIM-005 -8(326)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 560.0000 89,600.00 160.000 89,600.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 1.000 5,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 3,600.00 3.000 3,600.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 25,200.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 27,720.0000 27,720.00 1.000 27,720.00 S) 08 TRAFFIC CONTROL SYSTEM LS 195,000.0000 195,000.00 1.000 195,000.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.6000 22,176.00 5,709.000 20,552.40 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 11,400.00 406.000 15,428.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 26,000.0000 26,000.00 1.000 26,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 36.0000 107,280.00 2,878.200 103,615.20 S) 13 TEMPORARY CRASH CUSHION MODULE EA 455.0000 54,600.00 112.000 50,960.00 S) 14 PORTABLE RADAR TRAILER EA 5,400.0000 10,800.00 2.000 10,800.00 S) 15 REMOVE METAL BEAM GUARD RAILING M 18.0000 22,680.00 1,242.200 22,359.60 S) 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 9.0000 28,440.00 2,075.000 18,675.00 S) STRIPE 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.7000 14,100.00 2,863.000 13,456.10 S) 18 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 67.0000 5,762.00 0.000 0.00 S) 19 REMOVE ROADSIDE SIGN EA 78.0000 11,700.00 127.000 9,906.00 20 REMOVE ROADSIDE SIGN PANEL EA 336.0000 1,680.00 6.000 2,016.00 21 REMOVE ASPHALT CONCRETE DIKE M 13.0000 16,250.00 1,163.200 15,121.60 22 REMOVE CULVERT M 1,200.0000 2,880.00 2.400 2,880.00 PROGRAM CAS145 PAGE 2 DATE 02/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 10:20 AM ESTIMATE NO. 14 BID OPENING 08/09/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 02/06/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 1,120.0000 6,720.00 6.000 6,720.00 24 REMOVE ASPHALT CONCRETE SURFACING M2 13.0000 23,413.00 1,805.200 23,467.60 25 PLASTIC PIPE LINER (538 MM O.D.) M 67.0000 4,958.00 74.700 5,004.90 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.7500 74,550.00 49,074.890 85,881.06 S) 27 REMOVE CONCRETE BARRIER M 91.0000 9,100.00 98.000 8,918.00 28 PREPARE CONCRETE BRIDGE DECK SURFACE M2 12.0000 21,612.00 1,801.600 21,619.20 29 REMOVE CRASH CUSHION (TYPE CAT) EA 448.0000 1,792.00 4.000 1,792.00 30 REMOVE CRASH CUSHION (SAND FILLED) EA 1,700.0000 1,700.00 1.000 1,700.00 S) 31 CLEARING AND GRUBBING LS 22,000.0000 22,000.00 1.000 22,000.00 32 ROADWAY EXCAVATION M3 89.0000 80,100.00 900.330 80,129.37 33 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 34 IMPORTED MATERIAL (SHOULDER BACKING) TONN 15.0000 47,100.00 4,573.350 68,600.25 35 STRAW (EROSION CONTROL) TONN 504.0000 5,544.00 11.000 5,544.00 S) 36 FIBER (EROSION CONTROL) KG 1.0000 2,030.00 2,030.000 2,030.00 S) 37 COMPOST (EROSION CONTROL) M3 465.0000 4,650.00 10.000 4,650.00 S) 38 SEED (EROSION CONTROL) KG 81.0000 17,010.00 210.000 17,010.00 S) 39 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 540.00 270.000 540.00 S) 40 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,140.00 380.000 1,140.00 S) 41 CLASS 2 AGGREGATE BASE M3 60.0000 29,400.00 497.930 29,875.80 42 AGGREGATE BASE (APPROACH SLAB) M3 398.0000 11,144.00 8.000 3,184.00 43 ASPHALT CONCRETE TONN 80.0000 2,904,000.00 38,943.870 3,115,509.60 44 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 1,720,000.00 19,599.700 1,567,976.00 45 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,000.0000 19,000.00 15.950 15,950.00 REINFORCING FABRIC) 46 PAVEMENT REINFORCING FABRIC M2 2.3400 42,822.00 14,514.900 33,964.87 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.7500 32,385.00 5,006.250 63,829.69 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 9,050.00 1,882.700 9,413.50 49 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 5,250.00 1,594.900 7,974.50 PROGRAM CAS145 PAGE 3 DATE 02/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 10:20 AM ESTIMATE NO. 14 BID OPENING 08/09/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 02/06/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER RUMBLE STRIP STA 135.0000 32,400.00 206.130 27,827.55 (AC, GROUND-IN INDENTATIONS) 51 REPLACE CONCRETE PAVEMENT M3 247.0000 807,690.00 5,017.280 1,239,268.16 52 CRACK EXISTING CONCRETE PAVEMENT M2 0.3000 17,640.00 58,172.700 17,451.81 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,678.0000 442,992.00 264.080 443,126.24 (TYPE R) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 11,040.00 4.800 11,040.00 F) 55 FURNISH POLYESTER CONCRETE OVERLAY M3 2,663.0000 93,205.00 44.060 117,331.78 56 PLACE POLYESTER CONCRETE OVERLAY M2 21.5000 38,721.50 1,801.000 38,721.50 F) 57 JOINT SEAL (MR 30 MM) M 67.0000 6,700.00 98.120 6,574.04 S) 58 ROADSIDE SIGN - ONE POST EA 555.0000 61,050.00 104.000 57,720.00 59 ROADSIDE SIGN - TWO POST EA 779.0000 24,928.00 23.000 17,917.00 60 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 532.0000 2,660.00 6.000 3,192.00 METHOD) 61 INSTALL ROADSIDE SIGN EA 2,010.0000 26,130.00 11.000 22,110.00 (LAMINATED WOOD BOX POST) 62 200 MM CORRUGATED STEEL PIPE M 746.0000 2,238.00 4.500 3,357.00 (1.63 MM THICK) 63 600 MM CORRUGATED STEEL PIPE M 520.0000 6,760.00 11.500 5,980.00 (1.63 MM THICK) 64 750 MM CORRUGATED STEEL PIPE M 586.0000 8,790.00 14.100 8,262.60 (1.63 MM THICK) 65 200 MM PERFORATED PLASTIC M 124.0000 1,119,720.00 4,178.900 518,183.60 PIPE UNDERDRAIN 66 80 MM PLASTIC PIPE (EDGE DRAIN) M 62.2500 796,800.00 12,563.200 782,059.20 67 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 73.5500 166,958.50 2,407.100 177,042.21 68 900 MM CORRUGATED STEEL PIPE INLET M 4,785.0000 33,495.00 6.800 32,538.00 (1.63 MM THICK) 69 ROCK SLOPE PROTECTION M3 1,120.0000 1,904.00 0.000 0.00 (BACKING NO. 2, METHOD B) 70 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 563.0000 34,906.00 61.100 34,399.30 71 ROCK SLOPE PROTECTION FABRIC M2 2.0000 200.00 58.330 116.66 72 MISCELLANEOUS IRON AND STEEL KG 6.5000 3,822.00 588.000 3,822.00 F) 73 4.9 M METAL GATE EA 6,700.0000 13,400.00 2.000 13,400.00 S) 74 DELINEATOR (CLASS 2) EA 50.0000 26,500.00 451.000 22,550.00 75 KILOMETER POST MARKER EA 73.0000 1,095.00 21.000 1,533.00 76 GUARD RAILING DELINEATOR EA 17.0000 425.00 25.000 425.00 PROGRAM CAS145 PAGE 4 DATE 02/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 10:20 AM ESTIMATE NO. 14 BID OPENING 08/09/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 02/06/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 OBJECT MARKER (TYPE P) EA 73.0000 511.00 10.000 730.00 78 OBJECT MARKER (TYPE L-1) EA 73.0000 876.00 14.000 1,022.00 79 METAL BEAM GUARD RAILING (WOOD POST) M 67.0000 79,060.00 1,215.390 81,431.13 S) 80 TRANSITION RAILING (TYPE WB) EA 3,920.0000 31,360.00 8.000 31,360.00 81 END ANCHOR ASSEMBLY (TYPE SFT) EA 784.0000 3,920.00 5.000 3,920.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 17,600.00 9.000 19,800.00 S) 83 CRASH CUSHION (TYPE CAT) EA 6,200.0000 24,800.00 4.000 24,800.00 S) 84 CRASH CUSHION (TYPE CAT) BACKUP EA 1,120.0000 4,480.00 4.000 4,480.00 S) 85 CRASH CUSHION (REACT 9SCBS) EA 61,600.0000 61,600.00 1.000 61,600.00 S) 86 CONCRETE BARRIER (TYPE 60C) M 783.0000 57,942.00 74.900 58,646.70 87 CONCRETE BARRIER (TYPE 60E) M 1,547.0000 49,504.00 32.400 50,122.80 88 THERMOPLASTIC PAVEMENT MARKING M2 90.0000 9,000.00 79.460 7,151.40 S) 89 THERMOPLASTIC TRAFFIC STRIPE M 0.7800 13,416.00 15,217.000 11,869.26 S) (SPRAYABLE) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1800 19,824.00 14,788.000 17,449.84 S) 91 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 5,160.00 1,424.000 5,696.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,740.00 578.000 1,734.00 S) (BROKEN 3.66 M - 0.92 M) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7300 10,220.00 11,774.000 8,595.02 S) (BROKEN 10.98 M - 3.66 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 580.00 219.000 219.00 S) (BROKEN 5.18 M - 2.14 M) 95 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 14.0000 38,780.00 2,276.000 31,864.00 S) 96 LIGHTING LS 296,800.0000 296,800.00 1.000 296,800.00 S) 97 INTERCONNECTION CONDUIT AND CABLE LS 56,000.0000 56,000.00 1.000 56,000.00 S) 98 TRAFFIC MONITORING STATION LS 20,160.0000 20,160.00 1.000 20,160.00 S) 99 CLOSED CIRCUIT TELEVISION SYSTEM LS 52,640.0000 52,640.00 1.000 52,640.00 S) 00 LIGHTING (AREA) LS 246,400.0000 246,400.00 1.000 246,400.00 S) PROGRAM CAS145 PAGE 5 DATE 02/06/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 10:20 AM ESTIMATE NO. 14 BID OPENING 08/09/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 02/06/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 10,557,554.04 ADJUSTMENT OF COMPENSATION -2,891.61 200,010.48 EXTRA WORK 94,277.09 259,855.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 91,385.48 11,017,419.91 01 MOBILIZATION LS 765,000.0000 765,000.00 1.000 765,000.00 ORIGINAL CONTRACT AMOUNT 11,448,421.00 TOTAL WORK COMPLETED 91,385.48 11,782,419.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -10,000.00 TOTAL 111,385.48 11,772,419.91 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/08/05 160 04/24/06 09/23/05 11/30/06 137 158 0 0 100% 100% WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 02/06/07