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 06/17/04 EST. NO.19 TIME 11:18 AM R.E. NAME: HABER, LEE 12-1072U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 091 0001 48,660.00 A.C. @ L.S.(+) 060104 N 9001 0 48,660.00 TOTAL THIS ESTIMATE 686,552.64 TOTAL PREVIOUS ESTIMATE 735,212.64 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 06/17/04 EST. NO.19 TIME 11:18 AM R.E. NAME: HABER, LEE 12-1072U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION UNSAT PAYROLL -10,000.00 09 RETURN UNSAT PAYROLL 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 LOCATION PROGRESS ESTIMATE 12-ORA-133-4.2/8.1 ----------------- SEMA CONSTRUCTION IN ORANGE COUNTY IN LAGUNA BEACH 2 SOUTH POINTE DR., SUITE 295 AND IRVINE FROM ROUTE 73 AND 133 LAKE FOREST, CA 92630 SEPARATION TO 0.5 KM SOUTH OF ROUTE 403 AND 133 SEPARATION FED. AID NO. ACST-P133(10)E ,P-P133(10)E WIDEN AND REALIGN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 13,500.0000 13,500.00 0.750 10,125.00 02 TIME-RELATED OVERHEAD WDAY 588.0000 499,800.00 20.000 11,760.00 352.000 206,976.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 450 MM TEMPORARY CULVERT M 118.0000 30,680.00 45.000 5,310.00 05 PREPARE STORM WATER POLLUTION LS 4,100.0000 4,100.00 0.750 3,075.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 278,000.0000 278,000.00 0.580 161,240.00 07 TEMPORARY SOIL STABILIZATION BONDED M2 0.5600 50,484.00 145,019.000 81,210.64 FIBER MATRIX 08 TEMPORARY MULCH M2 0.1600 16,328.00 118,587.000 18,973.92 S) 09 TEMPORARY FIBER ROLL M 14.9600 110,105.60 16,453.500 246,144.36 10 CONSTRUCTION AREA SIGNS LS 19,700.0000 19,700.00 0.700 13,790.00 S) 11 TRAFFIC CONTROL SYSTEM LS 89,000.0000 89,000.00 0.030 2,670.00 0.380 33,820.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.4500 3,862.50 24.470 378.06 24.470 378.06 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6200 21,514.00 761.000 471.82 761.000 471.82 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 30.9000 5,253.00 24.000 741.60 24.000 741.60 S) 15 TEMPORARY PAVEMENT MARKER EA 3.1000 4,743.00 0.000 0.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 95,000.0000 95,000.00 0.350 33,250.00 S) 17 TEMPORARY RAILING (TYPE K) M 105.6000 13,728.00 122.000 12,883.20 811.000 85,641.60 S) 18 TEMPORARY CRASH CUSHION MODULE EA 360.0000 7,920.00 2.000 720.00 S) 19 REMOVE YELLOW PROFILED THERMOPLASTIC M 1.0300 6,509.60 0.000 0.00 S) TRAFFIC STRIPE 20 REMOVE FENCE (TYPE BW) M 4.0700 18,070.80 4,665.000 18,986.55 S) 21 REMOVE METAL BEAM GUARD RAILING M 15.5000 12,710.00 0.000 0.00 S) 22 REMOVE PAINTED TRAFFIC STRIPE M 0.2100 3,507.00 243.000 51.03 243.000 51.03 S) PROGRAM CAS145 PAGE 2 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW TRAFFIC STRIPE (PAINT) M 0.2100 3,738.00 366.000 76.86 366.000 76.86 S) 24 REMOVE PAINTED PAVEMENT MARKING M2 5.1500 1,287.50 13.560 69.83 13.560 69.83 S) 25 REMOVE ROADSIDE SIGN (WOOD POST) EA 102.7500 12,330.00 0.000 0.00 26 REMOVE CULVERT M 154.0000 924.00 0.000 0.00 27 REMOVE CONCRETE PAVEMENT M2 3.5700 121,380.00 0.000 0.00 28 REMOVE BASE AND SURFACING M3 5.0100 140,781.00 0.000 0.00 29 RELOCATE ROADSIDE SIGN-ONE POST EA 151.0000 1,208.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN-TWO POST EA 202.0000 606.00 0.000 0.00 31 REMOVE CONCRETE (WINGWALL) EA 1,470.0000 2,940.00 0.000 0.00 32 REMOVE CONCRETE BARRIER (TYPE K) M 35.5000 2,201.00 0.000 0.00 33 REMOVE BOX CULVERT M3 44.0000 14,520.00 0.000 0.00 34 CLEARING AND GRUBBING LS 99,000.0000 99,000.00 0.960 95,040.00 35 DEVELOP WATER SUPPLY LS 3,420.0000 3,420.00 0.900 3,078.00 36 ROADWAY EXCAVATION M3 3.7500 2,212,500.00 10,253.000 38,448.75 560,617.000 2,102,313.75 37 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 9,450.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 38 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 S) 39 STRUCTURE EXCAVATION (BRIDGE) M3 32.0000 45,024.00 1,234.000 39,488.00 F) 40 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 8,800.00 176.000 8,800.00 F) 41 STRUCTURE EXCAVATION (RETAINING WALL) M3 26.0000 11,414.00 439.000 11,414.00 F) 42 CLEAN SAND M3 63.0000 2,520.00 19.000 1,197.00 43 STRUCTURE BACKFILL (BRIDGE) M3 110.0000 108,460.00 881.000 96,910.00 F) 44 STRUCTURE BACKFILL (RETAINING WALL) M3 66.3000 22,475.70 339.000 22,475.70 F) 45 SUBGRADE ENHANCEMENT FABRIC M2 2.4200 57,838.00 23,900.000 57,838.00 46 ROADSIDE CLEARING LS 233,000.0000 233,000.00 0.500 116,500.00 S) 47 DUFF M2 1.8500 312,650.00 92,345.000 170,838.25 S) 48 STRAW (EROSION CONTROL) TONN 484.0000 29,040.00 0.000 0.00 S) 49 FIBER (EROSION CONTROL) KG 0.4000 24,800.00 4,989.600 1,995.84 S) PROGRAM CAS145 PAGE 3 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ENDOMYCORRHIZAL INOCULUM KG 16.0000 12,320.00 127.560 2,040.96 S) 51 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 410.0000 2,050.00 3.000 1,230.00 S) 52 PURE LIVE SEED (TYPE 1) KG 189.0000 20,790.00 5.810 1,098.09 S) (EROSION CONTROL) 53 PURE LIVE SEED (TYPE 2) KG 259.0000 90,650.00 56.420 14,612.78 S) (EROSION CONTROL) 54 PURE LIVE SEED (TYPE 3) KG 117.0000 15,210.00 0.000 0.00 S) (EROSION CONTROL) 55 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.9000 5,733.00 0.000 0.00 S) 56 STABILIZING EMULSION (EROSION CONTROL) KG 1.9400 7,566.00 0.000 0.00 S) 57 300 MM BITUMINOUS COATED STEEL PIPE M 201.0000 243,210.00 636.000 127,836.00 S) CONDUIT (1.63 MM THICK) 58 INSTALL WILDLIFE WATER GUZZLER EA 3,300.0000 16,500.00 0.000 0.00 59 CLASS 2 AGGREGATE SUBBASE M3 37.5000 168,000.00 4,480.000 168,000.00 60 CLASS 2 AGGREGATE BASE M3 28.8900 895,590.00 17,826.900 515,019.14 61 DECOMPOSED GRANITE M3 79.0000 18,960.00 0.000 0.00 62 LEAN CONCRETE BASE M3 109.0000 11,009.00 0.000 0.00 F) 63 ASPHALT TREATED PERMEABLE BASE M3 76.9000 807,450.00 0.000 0.00 64 ASPHALT CONCRETE (TYPE B) TONN 49.9700 1,059,364.00 20,807.220 1,039,736.78 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 53.7000 719,580.00 0.000 0.00 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 71.0000 6,390.00 0.000 0.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.8400 908.80 0.000 0.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.8400 1,022.40 0.000 0.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.8400 33,796.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.8400 2,584.40 0.000 0.00 71 LIQUID ASPHALT (PRIME COAT) TONN 77.2300 13,129.10 38.070 2,940.15 72 FURNISH PILING (CLASS 625) M 69.0000 11,247.00 137.000 9,453.00 (ALTERNATIVE V) 73 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,250.0000 45,000.00 36.000 45,000.00 S) 74 FURNISH PILING (CLASS 625C) M 71.7000 67,756.50 909.141 65,185.41 (ALTERNATIVE V) 75 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 1,460.0000 113,880.00 78.000 113,880.00 S) 76 FURNISH PILING (CLASS 400) M 63.7000 37,965.20 708.000 45,099.60 (ALTERNATIVE V) PROGRAM CAS145 PAGE 4 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 400) (ALTERNATIVE V) EA 1,246.0000 89,712.00 72.000 89,712.00 S) 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 223.0000 26,537.00 94.000 20,962.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 502.0000 1,680,696.00 3,107.000 1,559,714.00 F) 80 STRUCTURAL CONCRETE,INVERT SLAB M3 232.5000 69,285.00 255.000 59,287.50 F) 81 STRUCTURAL CONCRETE, RETAINING WALL M3 436.0000 62,784.00 144.000 62,784.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 406.0000 220,458.00 408.000 165,648.00 F) (TYPE N) 83 CLASS 1 CONCRETE (BOX CULVERT) M3 526.3000 518,142.35 490.160 257,971.21 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,085.0000 651,000.00 12.940 14,039.90 369.590 401,005.15 F) 85 HEAVY BLAST TEXTURE M2 220.0000 48,180.00 0.000 0.00 F) 86 JOINT SEAL (MR 15 MM) M 93.5000 23,281.50 0.000 0.00 S) 87 BAR REINFORCING STEEL (BRIDGE) KG 1.1600 532,600.08 421,458.000 488,891.28 SF) 88 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2100 12,327.48 10,188.000 12,327.48 S) 89 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 244,156.00 65,539.000 131,078.00 SF) 90 ROADSIDE SIGN - ONE POST EA 195.0000 37,050.00 0.000 0.00 91 ROADSIDE SIGN - TWO POST EA 292.0000 1,460.00 0.000 0.00 92 300 MM PLASTIC PIPE M 176.0000 7,040.00 3.800 668.80 93 300 MM PERFORATED PLASTIC PIPE M 156.0000 936.00 20.000 3,120.00 94 450 MM REINFORCED CONCRETE PIPE M 108.0000 156,600.00 217.000 23,436.00 1,065.250 115,047.00 95 600 MM REINFORCED CONCRETE PIPE M 120.0000 670,800.00 4,880.000 585,600.00 96 750 MM REINFORCED CONCRETE PIPE M 138.0000 140,760.00 17.000 2,346.00 769.400 106,177.20 97 900 MM REINFORCED CONCRETE PIPE M 220.0000 61,600.00 115.000 25,300.00 98 1050 MM REINFORCED CONCRETE PIPE M 229.0000 45,800.00 141.000 32,289.00 99 1200 MM REINFORCED CONCRETE PIPE M 240.0000 172,800.00 370.330 88,879.20 00 3300 MM REINFORCED CONCRETE PIPE M 2,050.0000 176,300.00 56.000 114,800.00 01 600 MM BITUMINOUS COATED CORRUGATED M 190.0000 1,900.00 6.000 1,140.00 STEEL PIPE (1.63 MM THICK) 02 80 MM PLASTIC PIPE (EDGE DRAIN) M 21.2000 260,760.00 0.000 0.00 03 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 49.0000 38,710.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PERMEABLE MATERIAL M3 1,430.0000 14,300.00 6.000 8,580.00 05 900 MM BITUMINOUS COAT CORRUGATED STEEL M 301.0000 7,525.00 24.300 7,314.30 PIPE INLET (1.99 MM THICK) 06 1650 MM BITUMINOUS COAT CORRUGATED M 675.0000 6,750.00 9.400 6,345.00 STEEL PIPE INLET (3.51MM THICK) 07 1200 MM BITUMINOUS COATED CORRUGATED M 436.0000 1,744.00 2.000 872.00 STEEL PIPE RISER (2.77 MM THICK) 08 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 5,600.00 0.000 0.00 09 600 MM ALTERNATIVE FLARED END SECTION EA 760.0000 2,280.00 0.000 0.00 10 900 MM PRECAST CONCRETE PIPE MANHOLE M 650.0000 11,700.00 4.400 2,860.00 9.200 5,980.00 11 ROCK SLOPE PROTECTION TONN 29.0000 2,204.00 0.000 0.00 (FACING, METHOD B) 12 ROCK SLOPE PROTECTION TONN 28.8000 7,200.00 0.000 0.00 (BACKING NO. 2, METHOD B) 13 ROCK SLOPE PROTECTION (1/2T, METHOD B) TONN 29.0000 423,400.00 718.290 20,830.41 14 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 29.0000 65,250.00 841.340 24,398.86 15 CONCRETED-ROCK SLOPE PROTECTION TONN 60.0000 19,800.00 0.000 0.00 (FACING, METHOD B) 16 GABION M3 258.0000 234,780.00 0.000 0.00 17 ROCK SLOPE PROTECTION FABRIC M2 3.1000 24,304.00 743.600 2,305.16 18 MINOR CONCRETE (MISCELLANEOUS M3 335.0000 56,950.00 27.000 9,045.00 135.710 45,462.85 CONSTRUCTION) 19 MISCELLANEOUS IRON AND STEEL KG 2.5000 73,010.00 251.000 627.50 27,505.000 68,762.50 SF) 20 FENCE (TYPE WIRE, 5-STRAND, WOOD POST) M 30.0000 117,600.00 3,522.000 105,660.00 S) 21 CHAIN LINK FENCE (TYPE CL-1.8) M 29.0000 30,160.00 552.000 16,008.00 S) 22 CHAIN LINK FENCE (TYPE CL-2.4) M 50.0000 95,500.00 0.000 0.00 S) 23 5.0 M CL GATE (TYPE CL-2.4) EA 1,100.0000 2,200.00 0.000 0.00 S) 24 DELINEATOR (CLASS 1) EA 49.0000 11,270.00 0.000 0.00 25 METAL BEAM GUARD RAILING M 57.0000 145,920.00 0.000 0.00 S) 26 TUBULAR HANDRAILING M 106.0000 57,134.00 0.000 0.00 SF) 27 CABLE RAILING M 89.0000 2,403.00 0.000 0.00 SF) 28 TERMINAL SECTION (TYPE B) EA 103.0000 1,751.00 0.000 0.00 S) 29 END SECTION EA 262.0000 1,310.00 0.000 0.00 S) 30 TERMINAL SYSTEM (TYPE SRT) EA 1,880.0000 43,240.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 430.0000 6,020.00 0.000 0.00 S) 32 CRASH CUSHION MODULE, SAND FILLED EA 2,570.0000 5,140.00 0.000 0.00 S) 33 CONCRETE BARRIER TYPE 732 (MOD) M 214.0000 118,984.00 475.000 101,650.00 34 THERMOPLASTIC PAVEMENT MARKING M2 30.8000 8,008.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7700 20,482.00 0.000 0.00 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 1,118.00 0.000 0.00 S) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6700 8,576.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 38 PAVEMENT MARKER (RETROREFLECTIVE) M 3.0900 5,778.30 0.000 0.00 S) 39 MODIFY SIGNAL AND LIGHTING LS 21,800.0000 21,800.00 0.180 3,924.00 S) 40 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 41 FENCE (TYPE ESA) M 5.1000 209,207.10 15,867.000 80,921.70 42 TERMINAL SYSTEM (TYPE ET) EA 2,720.0000 2,720.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/17/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 11:18 AM ESTIMATE NO. 19 BID OPENING 11/07/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/04 R.E. NAME: HABER, LEE DATE OF THIS ESTIMATE 06/17/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 119,905.55 10,625,989.32 ADJUSTMENT OF COMPENSATION 48,660.00 295,211.79 EXTRA WORK 0.00 440,000.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 168,565.55 11,361,201.96 43 MOBILIZATION LS 1340,411.1900 1,340,411.19 1.000 1,340,411.19 ORIGINAL CONTRACT AMOUNT 18,384,189.10 TOTAL WORK COMPLETED 168,565.55 12,701,613.15 MATERIALS ON HAND ON SITE 55,350.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 168,565.55 12,756,963.15 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 12/16/02 850 01/02/03 00/00/00 06/08/06 352 19 0 0 62% 41% PROGRESS IS SATISFACTORY HABER, LEE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/04