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 08/24/06 EST. NO.09 TIME 11:23 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 --------------------------------------------------------------------------- *** 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 08/24/06 EST. NO.09 TIME 11:23 AM R.E. NAME: WOOD, JAMES 02-387504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -4,000.00 -5,000.00 TOTAL DEDUCTIONS -4,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 11:23 AM ESTIMATE NO. 09 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 08/18/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 08/24/06 LOCATION PROGRESS 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 560.0000 89,600.00 20.000 11,200.00 78.000 43,680.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.450 2,250.00 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 0.087 2,411.64 0.540 14,968.80 S) 08 TRAFFIC CONTROL SYSTEM LS 195,000.0000 195,000.00 0.125 24,375.00 0.488 95,160.00 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 0.125 3,250.00 0.488 12,688.00 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 0.125 675.00 0.488 2,635.20 S) 15 REMOVE METAL BEAM GUARD RAILING M 18.0000 22,680.00 1,200.220 21,603.96 1,200.220 21,603.96 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 2.000 156.00 2.000 156.00 20 REMOVE ROADSIDE SIGN PANEL EA 336.0000 1,680.00 0.000 0.00 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 08/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 11:23 AM ESTIMATE NO. 09 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 08/18/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 08/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,240.00 6.000 6,720.00 24 REMOVE ASPHALT CONCRETE SURFACING M2 13.0000 23,413.00 4.200 54.60 1,805.200 23,467.60 25 PLASTIC PIPE LINER (538 MM O.D.) M 67.0000 4,958.00 0.000 0.00 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 0.600 7.20 1,801.600 21,619.20 29 REMOVE CRASH CUSHION (TYPE CAT) EA 448.0000 1,792.00 2.000 896.00 2.000 896.00 30 REMOVE CRASH CUSHION (SAND FILLED) EA 1,700.0000 1,700.00 0.000 0.00 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 1,385.460 20,781.90 35 STRAW (EROSION CONTROL) TONN 504.0000 5,544.00 0.000 0.00 S) 36 FIBER (EROSION CONTROL) KG 1.0000 2,030.00 0.000 0.00 S) 37 COMPOST (EROSION CONTROL) M3 465.0000 4,650.00 0.000 0.00 S) 38 SEED (EROSION CONTROL) KG 81.0000 17,010.00 0.000 0.00 S) 39 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 540.00 0.000 0.00 S) 40 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,140.00 0.000 0.00 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 -5,657.900 -452,632.00 37,646.970 3,011,757.60 44 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 1,720,000.00 19,467.700 1,557,416.00 19,467.700 1,557,416.00 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 42,822.00 209.700 490.70 14,514.900 33,964.87 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.7500 32,385.00 2,824.600 36,013.65 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 9,050.00 0.000 0.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 5,250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 11:23 AM ESTIMATE NO. 09 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 08/18/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 08/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 0.080 134.24 264.080 443,126.24 (TYPE R) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 11,040.00 1.600 3,680.00 4.800 11,040.00 F) 55 FURNISH POLYESTER CONCRETE OVERLAY M3 2,663.0000 93,205.00 7.380 19,652.94 44.060 117,331.78 56 PLACE POLYESTER CONCRETE OVERLAY M2 21.5000 38,721.50 450.250 9,680.38 1,801.000 38,721.50 F) 57 JOINT SEAL (MR 30 MM) M 67.0000 6,700.00 0.000 0.00 S) 58 ROADSIDE SIGN - ONE POST EA 555.0000 61,050.00 0.000 0.00 59 ROADSIDE SIGN - TWO POST EA 779.0000 24,928.00 0.000 0.00 60 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 532.0000 2,660.00 0.000 0.00 METHOD) 61 INSTALL ROADSIDE SIGN EA 2,010.0000 26,130.00 2.000 4,020.00 2.000 4,020.00 (LAMINATED WOOD BOX POST) 62 200 MM CORRUGATED STEEL PIPE M 746.0000 2,238.00 2.000 1,492.00 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 796,800.00 459.200 28,585.20 12,563.200 782,059.20 67 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 73.5500 166,958.50 67.200 4,942.56 2,398.300 176,394.97 68 900 MM CORRUGATED STEEL PIPE INLET M 4,785.0000 33,495.00 1.300 6,220.50 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 3,822.00 196.000 1,274.00 588.000 3,822.00 F) 73 4.9 M METAL GATE EA 6,700.0000 13,400.00 0.000 0.00 S) 74 DELINEATOR (CLASS 2) EA 50.0000 26,500.00 70.000 3,500.00 70.000 3,500.00 75 KILOMETER POST MARKER EA 73.0000 1,095.00 1.000 73.00 1.000 73.00 76 GUARD RAILING DELINEATOR EA 17.0000 425.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 11:23 AM ESTIMATE NO. 09 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 08/18/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 08/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 OBJECT MARKER (TYPE L-1) EA 73.0000 876.00 0.000 0.00 79 METAL BEAM GUARD RAILING (WOOD POST) M 67.0000 79,060.00 1,139.190 76,325.73 1,139.190 76,325.73 S) 80 TRANSITION RAILING (TYPE WB) EA 3,920.0000 31,360.00 6.000 23,520.00 6.000 23,520.00 81 END ANCHOR ASSEMBLY (TYPE SFT) EA 784.0000 3,920.00 5.000 3,920.00 5.000 3,920.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 17,600.00 7.000 15,400.00 7.000 15,400.00 S) 83 CRASH CUSHION (TYPE CAT) EA 6,200.0000 24,800.00 2.000 12,400.00 2.000 12,400.00 S) 84 CRASH CUSHION (TYPE CAT) BACKUP EA 1,120.0000 4,480.00 2.000 2,240.00 2.000 2,240.00 S) 85 CRASH CUSHION (REACT 9SCBS) EA 61,600.0000 61,600.00 0.000 0.00 S) 86 CONCRETE BARRIER (TYPE 60C) M 783.0000 57,942.00 8.000 6,264.00 74.900 58,646.70 87 CONCRETE BARRIER (TYPE 60E) M 1,547.0000 49,504.00 32.400 50,122.80 32.400 50,122.80 88 THERMOPLASTIC PAVEMENT MARKING M2 90.0000 9,000.00 0.000 0.00 S) 89 THERMOPLASTIC TRAFFIC STRIPE M 0.7800 13,416.00 0.000 0.00 S) (SPRAYABLE) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1800 19,824.00 0.000 0.00 S) 91 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 5,160.00 0.000 0.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,740.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7300 10,220.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 580.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 95 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 14.0000 38,780.00 0.000 0.00 S) 96 LIGHTING LS 296,800.0000 296,800.00 0.061 18,104.80 0.948 281,366.40 S) 97 INTERCONNECTION CONDUIT AND CABLE LS 56,000.0000 56,000.00 0.988 55,328.00 S) 98 TRAFFIC MONITORING STATION LS 20,160.0000 20,160.00 0.030 604.80 0.955 19,252.80 S) 99 CLOSED CIRCUIT TELEVISION SYSTEM LS 52,640.0000 52,640.00 0.171 9,001.44 0.965 50,797.60 S) 00 LIGHTING (AREA) LS 246,400.0000 246,400.00 0.041 10,102.40 0.990 243,936.00 S) PROGRAM CAS145 PAGE 5 DATE 08/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-387504 TIME 11:23 AM ESTIMATE NO. 09 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 08/18/06 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 08/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,483,404.89 9,746,407.16 ADJUSTMENT OF COMPENSATION 0.00 193.51 EXTRA WORK 0.00 72,151.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,483,404.89 9,818,752.19 01 MOBILIZATION LS 765,000.0000 765,000.00 1.000 765,000.00 ORIGINAL CONTRACT AMOUNT 11,448,421.00 TOTAL WORK COMPLETED 1,483,404.89 10,583,752.19 MATERIALS ON HAND ON SITE 42,038.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -5,000.00 TOTAL 1,479,404.89 10,620,790.79 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 09/08/05 160 04/24/06 09/23/05 09/14/06 78 147 0 0 90% 49% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/06