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 06/19/07 EST. NO.58 TIME 01:41 PM R.E. NAME: EMAM, KAMRAN 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 --------------------------------------------------------------------------- 001 0183 218.29 E.W. @ F.A.(+) 040207 N 1670.0 006 9040 104.94 E.W. @ F.A.(+) 051507 N 9050 0 018 0093 5,557.86 E.W. @ F.A.(+) 031507 N 1610.0 0095 4,538.05 031907 N 1612.0 0097 260.66 030807 N 1608.0 0098 2,895.90 031407 N 1609.0 0100 502.15 030507 N 1641.0 0101 340.27 020607 N 1605.0 0102 954.62 030607 N 1606.0 0103 165.56 030707 N 1607.0 0104 2,907.25 031507 N 1610.1 074 0041-1 -98.80 E.W. @ U.P (+) 092005 N 974560 DAO CORRECTING ENTRY 0042-1 -1,308.04 092005 N 900420 DAO CORRECTING ENTRY 0049 -1,089.29 A.C. @ U.P.(-) 081404 N 9049 0 105 0001 23,485.00 A.C. @ U.P.(+) 061407 N 9001 0 107 0033 2,200.78 E.W. @ F.A.(+) 013007 N 1675.0 119 0652 592.10 E.W. @ F.A.(+) 021907 N 1667.0 0653 1,129.08 012407 N 1668.0 0654 709.38 040207 N 1669.0 0655 4,432.23 102606 N 1674.0 0656 15,537.93 022207 N 1653.1 0657 5,988.13 031607 N 1611.1 123 0023 2,993.29 E.W. @ F.A.(+) 021507 N 1632.0 0024 2,618.32 021607 N 1633.0 0025 747.45 022007 N 1634.0 0026 2,516.57 022007 N 1635.0 0027 3,177.92 022107 N 1636.0 0028 1,320.64 022207 N 1637.0 0029 974.02 022307 N 1638.0 0030 238.78 022607 N 1639.0 0033 346.33 031507 N 1643.0 0034 331.10 021607 N 1640.0 0035 182.60 030507 N 1642.0 0040 393.70 022107 N 1636.1 0042 1,095.10 022307 N 1638.1 0043 1,804.06 030707 N 1655.0 0044 2,281.58 030807 N 1656.0 0045 2,108.01 030907 N 1657.0 0046 1,767.61 031207 N 1658.0 0049 4,155.60 031507 N 1661.0 0050 3,460.63 031607 N 1662.0 0053 1,729.63 032207 N 1665.0 0055 794.89 041807 N 1682.0 0056 794.89 041907 N 1683.0 0057 304.77 042007 N 1684.0 0058 794.89 042307 N 1685.0 0059 794.89 042407 N 1686.0 125 0001 35,118.75 E.W. @ L.S.(+) 061307 N 9001 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/19/07 EST. NO.58 TIME 01:41 PM R.E. NAME: EMAM, KAMRAN 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 --------------------------------------------------------------------------- 142,870.07 TOTAL THIS ESTIMATE 5,372,571.82 TOTAL PREVIOUS ESTIMATE 5,515,441.89 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 06/19/07 EST. NO.58 TIME 01:41 PM R.E. NAME: EMAM, KAMRAN 12-1072U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON SUB CPM SCHEDULE -40,339.76 35 MISSING CPM SCHEDULE -44,672.88 36 NONSUBMITTAL CPM SCH -69,782.49 37 NONSUB CPM SCHEDULE -127,347.36 38 RET DEDUC35,36,37,38 282,142.49 39 STANSPEC90-2.02AGGRE -864.00 40 25% NO CPM SUBMITTAL -70,583.25 54 NO CPM SUBMITTALS -69,582.21 55 25% CPM NONSUBMITTAL -50,318.76 56 25% NO CPM SUBMITTAL -35,974.98 57 25% CMP NON SUBMITTA -36,110.18 58 -36,110.18 -263,433.38 LABOR COMPLIANCE VIOLATION UNSAT PAYROLL -10,000.00 09 RETURN UNSAT PAYROLL 10,000.00 10 MISSING CPRS -4,090.87 24 RETRUN UNSAT PAYROLL 4,090.87 31 UNSAT PAYROLL -10,000.00 31 RET UNSAT PAYROLL 10,000.00 34 SEMA COSNTR PAYROLLS -10,000.00 44 RET SEMA CONSTR PAYR 10,000.00 47 NON-SUBMITTAL PAYROL -10,000.00 50 RET NON SUB PAYROLL 10,000.00 53 0.00 0.00 TOTAL DEDUCTIONS -36,110.18 -263,433.38 PROGRAM CAS145 PAGE 1 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 LOCATION PROGRESS ESTIMATE 12-ORA-133-4.2/8.1 ----------------- SEMA CONSTRUCTION, INC. IN ORANGE COUNTY IN LAGUNA BEACH 6 ORCHARD, SUITE 150 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 22.000 12,936.00 1,041.000 612,108.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 450 MM TEMPORARY CULVERT M 118.0000 30,680.00 174.500 20,591.00 05 PREPARE STORM WATER POLLUTION LS 4,100.0000 4,100.00 1.000 4,100.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 278,000.0000 278,000.00 1.000 278,000.00 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 1.000 19,700.00 S) 11 TRAFFIC CONTROL SYSTEM LS 89,000.0000 89,000.00 0.010 890.00 1.000 89,000.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.4500 3,862.50 196.560 3,036.85 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6200 21,514.00 33,035.160 20,481.80 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 30.9000 5,253.00 308.000 9,517.20 S) 15 TEMPORARY PAVEMENT MARKER EA 3.1000 4,743.00 8,392.000 26,015.20 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 95,000.0000 95,000.00 1.000 95,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 105.6000 13,728.00 1,261.000 133,161.60 S) 18 TEMPORARY CRASH CUSHION MODULE EA 360.0000 7,920.00 244.000 87,840.00 S) 19 REMOVE YELLOW PROFILED THERMOPLASTIC M 1.0300 6,509.60 8,510.000 8,765.30 S) TRAFFIC STRIPE 20 REMOVE FENCE (TYPE BW) M 4.0700 18,070.80 4,732.000 19,259.24 S) 21 REMOVE METAL BEAM GUARD RAILING M 15.5000 12,710.00 849.000 13,159.50 S) 22 REMOVE PAINTED TRAFFIC STRIPE M 0.2100 3,507.00 19,242.000 4,040.82 S) PROGRAM CAS145 PAGE 2 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,073.000 2,115.33 S) 24 REMOVE PAINTED PAVEMENT MARKING M2 5.1500 1,287.50 193.000 993.95 S) 25 REMOVE ROADSIDE SIGN (WOOD POST) EA 102.7500 12,330.00 120.000 12,330.00 26 REMOVE CULVERT M 154.0000 924.00 6.000 924.00 27 REMOVE CONCRETE PAVEMENT M2 3.5700 121,380.00 33,350.000 119,059.50 28 REMOVE BASE AND SURFACING M3 5.0100 140,781.00 27,329.000 136,918.29 29 RELOCATE ROADSIDE SIGN-ONE POST EA 151.0000 1,208.00 8.000 1,208.00 30 RELOCATE ROADSIDE SIGN-TWO POST EA 202.0000 606.00 4.000 808.00 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 62.000 2,201.00 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 1.000 99,000.00 35 DEVELOP WATER SUPPLY LS 3,420.0000 3,420.00 1.000 3,420.00 36 ROADWAY EXCAVATION M3 3.7500 2,212,500.00 707,107.420 2,651,652.83 37 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 9,450.00 554.900 8,323.50 (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 1,407.000 45,024.00 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 39.000 2,457.00 43 STRUCTURE BACKFILL (BRIDGE) M3 110.0000 108,460.00 986.000 108,460.00 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 1.000 233,000.00 S) 47 DUFF M2 1.8500 312,650.00 179,200.000 331,520.00 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 74,467.310 29,786.92 S) PROGRAM CAS145 PAGE 3 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,828.700 29,259.20 S) 51 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 410.0000 2,050.00 6.000 2,460.00 S) 52 PURE LIVE SEED (TYPE 1) KG 189.0000 20,790.00 493.120 93,199.68 S) (EROSION CONTROL) 53 PURE LIVE SEED (TYPE 2) KG 259.0000 90,650.00 197.720 51,209.48 S) (EROSION CONTROL) 54 PURE LIVE SEED (TYPE 3) KG 117.0000 15,210.00 164.710 19,271.07 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 1,285.000 258,285.00 S) CONDUIT (1.63 MM THICK) 58 INSTALL WILDLIFE WATER GUZZLER EA 3,300.0000 16,500.00 3.000 9,900.00 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 30,738.010 888,021.11 61 DECOMPOSED GRANITE M3 79.0000 18,960.00 62.160 4,910.64 62 LEAN CONCRETE BASE M3 109.0000 11,009.00 16.000 1,744.00 177.000 19,293.00 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 49,102.950 2,453,674.41 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 53.7000 719,580.00 17,983.560 965,717.17 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 71.0000 6,390.00 90.000 6,390.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.8400 908.80 260.000 738.40 68 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.8400 1,022.40 291.000 826.44 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.8400 33,796.00 12,485.000 35,457.40 70 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.8400 2,584.40 732.000 2,078.88 71 LIQUID ASPHALT (PRIME COAT) TONN 77.2300 13,129.10 73.769 5,697.18 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 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,537.00 119.000 26,537.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 502.0000 1,680,696.00 3,348.000 1,680,696.00 F) 80 STRUCTURAL CONCRETE,INVERT SLAB M3 232.5000 69,285.00 298.000 69,285.00 F) 81 STRUCTURAL CONCRETE, RETAINING WALL M3 436.0000 62,784.00 210.000 91,560.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 406.0000 220,458.00 543.000 220,458.00 F) (TYPE N) 83 CLASS 1 CONCRETE (BOX CULVERT) M3 526.3000 518,142.35 1,111.020 584,729.83 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,085.0000 651,000.00 642.650 697,275.25 F) 85 HEAVY BLAST TEXTURE M2 220.0000 48,180.00 219.000 48,180.00 F) 86 JOINT SEAL (MR 15 MM) M 93.5000 23,281.50 249.000 23,281.50 S) 87 BAR REINFORCING STEEL (BRIDGE) KG 1.1600 532,600.08 459,138.000 532,600.08 SF) 88 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2100 12,327.48 13,338.000 16,138.98 S) 89 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 244,156.00 136,974.000 273,948.00 SF) 90 ROADSIDE SIGN - ONE POST EA 195.0000 37,050.00 110.000 21,450.00 91 ROADSIDE SIGN - TWO POST EA 292.0000 1,460.00 5.000 1,460.00 92 300 MM PLASTIC PIPE M 176.0000 7,040.00 43.400 7,638.40 93 300 MM PERFORATED PLASTIC PIPE M 156.0000 936.00 40.000 6,240.00 94 450 MM REINFORCED CONCRETE PIPE M 108.0000 156,600.00 1,329.820 143,620.56 95 600 MM REINFORCED CONCRETE PIPE M 120.0000 670,800.00 5,758.500 691,020.00 96 750 MM REINFORCED CONCRETE PIPE M 138.0000 140,760.00 998.000 137,724.00 97 900 MM REINFORCED CONCRETE PIPE M 220.0000 61,600.00 227.700 50,094.00 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 172,800.00 743.330 178,399.20 00 3300 MM REINFORCED CONCRETE PIPE M 2,050.0000 176,300.00 81.600 167,280.00 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 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.500 36,465.00 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 4.000 1,744.00 STEEL PIPE RISER (2.77 MM THICK) 08 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 5,600.00 3.000 2,100.00 09 600 MM ALTERNATIVE FLARED END SECTION EA 760.0000 2,280.00 4.000 3,040.00 10 900 MM PRECAST CONCRETE PIPE MANHOLE M 650.0000 11,700.00 23.890 15,528.50 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 1,143.330 32,927.90 (BACKING NO. 2, METHOD B) 13 ROCK SLOPE PROTECTION (1/2T, METHOD B) TONN 29.0000 423,400.00 4,776.040 138,505.16 14 ROCK SLOPE PROTECTION (1/4T, METHOD B) TONN 29.0000 65,250.00 8,979.410 260,402.89 15 CONCRETED-ROCK SLOPE PROTECTION TONN 60.0000 19,800.00 325.000 19,500.00 (FACING, METHOD B) 16 GABION M3 258.0000 234,780.00 332.000 85,656.00 17 ROCK SLOPE PROTECTION FABRIC M2 3.1000 24,304.00 10,918.000 33,845.80 18 MINOR CONCRETE (MISCELLANEOUS M3 335.0000 56,950.00 390.050 130,666.75 CONSTRUCTION) 19 MISCELLANEOUS IRON AND STEEL KG 2.5000 73,010.00 34,147.000 85,367.50 SF) 20 FENCE (TYPE WIRE, 5-STRAND, WOOD POST) M 30.0000 117,600.00 4,064.400 121,932.00 S) 21 CHAIN LINK FENCE (TYPE CL-1.8) M 29.0000 30,160.00 997.200 28,918.80 S) 22 CHAIN LINK FENCE (TYPE CL-2.4) M 50.0000 95,500.00 3,110.500 155,525.00 S) 23 5.0 M CL GATE (TYPE CL-2.4) EA 1,100.0000 2,200.00 2.000 2,200.00 S) 24 DELINEATOR (CLASS 1) EA 49.0000 11,270.00 230.000 11,270.00 25 METAL BEAM GUARD RAILING M 57.0000 145,920.00 2,260.100 128,825.70 S) 26 TUBULAR HANDRAILING M 106.0000 57,134.00 539.000 57,134.00 SF) 27 CABLE RAILING M 89.0000 2,403.00 191.230 17,019.47 SF) 28 TERMINAL SECTION (TYPE B) EA 103.0000 1,751.00 17.000 1,751.00 S) 29 END SECTION EA 262.0000 1,310.00 21.000 5,502.00 S) 30 TERMINAL SYSTEM (TYPE SRT) EA 1,880.0000 43,240.00 21.000 39,480.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.000 5,590.00 S) 32 CRASH CUSHION MODULE, SAND FILLED EA 2,570.0000 5,140.00 2.000 5,140.00 S) 33 CONCRETE BARRIER TYPE 732 (MOD) M 214.0000 118,984.00 556.000 118,984.00 34 THERMOPLASTIC PAVEMENT MARKING M2 30.8000 8,008.00 228.660 7,042.73 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7700 20,482.00 28,117.000 21,650.09 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 1,118.00 1,850.000 4,810.00 S) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6700 8,576.00 9,803.000 6,568.01 S) (BROKEN 10.98 M - 3.66 M) 38 PAVEMENT MARKER (RETROREFLECTIVE) M 3.0900 5,778.30 943.000 2,913.87 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 3.000 8,160.00 PROGRAM CAS145 PAGE 7 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-1072U4 TIME 01:41 PM ESTIMATE NO. 58 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 06/20/07 R.E. NAME: EMAM, KAMRAN DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,570.00 18,474,895.49 ADJUSTMENT OF COMPENSATION 22,395.71 1,966,141.77 EXTRA WORK 120,474.36 3,549,300.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 158,440.07 23,990,337.38 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 158,440.07 25,330,748.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -36,110.18 -263,433.38 TOTAL 122,329.89 25,067,315.19 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 01/02/03 07/31/07 1041 172 98 0 98% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO TIME DEFERRE EMAM, KAMRAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 06/19/07