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 08/27/09 EST. NO.20 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- 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 0324 344.58 E.W. @ F.A.(+) 072009 N 1112 0 0325 294.09 072009 N 1113 0 0326 294.09 072009 N 1114 0 0327 263.18 072209 N 1115 0 0328 201.35 080409 N 1116 0 0329 170.43 080509 N 1117 0 0330 216.80 080609 N 1118 0 0331 294.09 080309 N 1119 0 0332 149.13 073009 N 1120 0 0333 232.26 072909 N 1121 0 0334 278.63 072709 N 1122 0 0335 294.09 072809 N 1123 0 0336 325.01 081409 N 1124 0 0337 177.96 081309 N 1125 0 0338 278.63 081209 N 1126 0 0339 183.81 081109 N 1127 0 0340 325.01 081009 N 1128 0 0341 34.87 072909 N 1100A0 0342 139.43 080709 N 1101A0 0343 313.74 080609 N 1102A0 0344 501.41 080509 N 1103A0 0345 174.31 080509 N 1104A0 0346 80.21 072809 N 1105A0 0347 977.89 081109 N 1106A0 0348 104.59 081109 N 1107A0 0349 1,149.64 081309 N 1108A0 0350 80.21 080409 N 1109A0 0351 139.43 072109 N 1110A0 0352 170.93 072209 N 1111A0 0353 551.03 073109 N 1129 0 0354 244.43 072009 N 1130 0 0355 536.40 072109 N 1131 0 0356 138.47 072309 N 1133 0 002 0020 2,731.02 E.W. @ F.A.(+) 073109 N 1143 0 004 0090 820.68 E.W. @ F.A.(+) 081209 N 1132 0 0092 353.88 080609 N 1141 0 0093 5,543.35 080609 N 1142 0 0094 1,400.38 081909 N 1156 0 0095 1,400.38 081909 N 1158 0 0096 700.19 081909 N 1159 0 009 0001 8,027.30 E.W. @ L.S.(+) 081909 N 1161 0 014 0011 1,815.00 E.W. @ F.A.(+) 081909 N 1160 0 016 0065 1,707.00 A.C. @ U.P.(+) 081109 N 1135A0 0066 1,828.80 081209 N 1134 0 0067 1,848.00 080409 N 1136 0 0069 1,051.56 072209 N 1138 0 0070 365.76 073009 N 1139 0 0071 1,684.02 072809 N 1140 0 018 0004 178,109.14 A.C. @ L.S.(+) 082009 N 1162 0 0005 -218,813.60 A.C. @ U.P.(-) 082009 N RE0010 020 0017 110.00 E.W. @ F.A.(+) 081909 N 1159 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 08/27/09 EST. NO.20 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 342.99 TOTAL THIS ESTIMATE 3,229,458.53 TOTAL PREVIOUS ESTIMATE 3,229,801.52 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 08/27/09 EST. NO.20 TIME 01:09 PM R.E. NAME: YUEN, MICHAEL 08-4393U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FED APREN/STATE CERT -5,000.00 04 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO REPORT -10,000.00 07 MISSING EEO REPORT 10,000.00 08 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 150 -392,025.37 05 OVERBID ITEM NO. 150 -196,012.69 06 OVERBID ITEM NO. 150 -156,810.15 07 OVERBID ITEM NO. 150 -39,202.54 13 0.00 -784,050.75 TOTAL DEDUCTIONS 0.00 -789,050.75 PROGRAM CAS145 PAGE 1 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 LOCATION PROGRESS ESTIMATE 08-SBD-15-169.8/181.9 ----------------- LAS VEGAS PAVING CORPORATION IN SAN BERNARDINO COUNTY NEAR 4420 S DECATUR BLVD WHEATON SPRINGS FROM 2.4 KM SOUTH LAS VEGAS NV 89103 OF BAILEY ROAD OVERCROSSING TO 1.2 KM NORTH OF YATES WELL ROAD FED. AID NO. ACIM-015 -3(42)27E CONSTRUCT TRUCK DESCENDING LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,400.0000 6,400.00 0.750 4,800.00 02 TIME-RELATED OVERHEAD LS 2500,000.0000 2,500,000.00 0.057 142,500.00 0.881 2,202,500.00 03 TEMPORARY FENCE (TYPE ESA) M 8.8000 1,936.00 496.000 4,364.80 04 TEMPORARY FENCE (TYPE DESERT TORTOISE) M 23.5000 11,280.00 1,832.160 43,055.76 05 DESERT TORTOISE MONITOR WDAY 480.0000 228,000.00 23.000 11,040.00 267.000 128,160.00 06 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.910 36,400.00 07 ASBESTOS HEALTH AND SAFETY PLAN LS 5,400.0000 5,400.00 1.000 5,400.00 08 PREPARE STORM WATER POLLUTION LS 3,900.0000 3,900.00 0.030 117.00 0.920 3,588.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 7.3000 551,880.00 13,467.800 98,314.94 10 TEMPORARY SILT FENCE M 5.9000 23,600.00 0.000 0.00 11 TEMPORARY GRAVEL BAG BERM M 1.6200 6,480.00 1,602.000 2,595.24 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 243.0000 4,860.00 8.000 1,944.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,650.0000 42,400.00 4.000 10,600.00 14 TEMPORARY COVER M2 3.7500 37,500.00 541.710 2,031.41 15 TEMPORARY CHECK DAM M 5.9000 4,248.00 812.500 4,793.75 16 TEMPORARY DRAINAGE INLET PROTECTION EA 297.0000 17,820.00 37.000 10,989.00 17 TEMPORARY HYDRAULIC MULCH M2 0.6600 264,000.00 31,000.000 20,460.00 81,251.000 53,625.66 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 207,000.0000 207,000.00 0.050 10,350.00 0.810 167,670.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,240.0000 3,240.00 1.000 3,240.00 20 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.750 10,500.00 S) 21 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.022 8,800.00 0.897 358,800.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 38,400.00 2,947.100 884.13 243,911.660 73,173.50 S) PROGRAM CAS145 PAGE 2 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 FLASHING BEACON (PORTABLE) EA 580.0000 2,320.00 6.000 3,480.00 S) 24 TEMPORARY PAVEMENT MARKER EA 1.2500 8,200.00 6,265.000 7,831.25 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.050 1,000.00 0.930 18,600.00 S) 26 TEMPORARY RAILING (TYPE K) M 32.6000 1,630,000.00 1,968.000 64,156.80 49,398.530 1,610,392.08 27 TEMPORARY CRASH CUSHION EA 3,500.0000 14,000.00 8.000 28,000.00 S) 28 REMOVE METAL BEAM GUARD RAILING M 14.2000 4,118.00 25.000 355.00 370.330 5,258.69 S) 29 REMOVE FLARED END SECTION EA 500.0000 25,000.00 48.000 24,000.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.5000 58,725.00 2,012.000 15,090.00 23,292.720 174,695.40 31 REMOVE OVERSIDE DRAIN EA 214.0000 25,680.00 24.000 5,136.00 32 REMOVE DRAINAGE FACILITY LS 100,000.0000 100,000.00 1.000 100,000.00 33 REMOVE CULVERT M 270.0000 8,640.00 32.200 8,694.00 34 REMOVE ASPHALT CONCRETE SURFACING M2 6.6000 15,048.00 813.000 5,365.80 35 SALVAGE METAL BEAM GUARD RAILING M 14.2000 26,980.00 1,261.000 17,906.20 S) 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.4300 78,975.00 23,195.070 56,364.02 61,394.460 149,188.54 S) (60 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,145,000.00 49,438.230 247,191.15 260,602.490 1,303,012.45 S) (150 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.4000 441,780.00 13,650.090 101,010.67 74,286.110 549,717.21 S) (225 MM MAXIMUM) 39 PREPARE CONCRETE BRIDGE DECK SURFACE M2 41.0000 117,588.00 0.000 0.00 40 BRIDGE REMOVAL (PORTION), LOCATION A LS 32,400.0000 32,400.00 0.750 24,300.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,400.0000 32,400.00 1.000 32,400.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 32,400.0000 32,400.00 1.000 32,400.00 43 BRIDGE REMOVAL (PORTION), LOCATION D LS 70,000.0000 70,000.00 1.000 70,000.00 44 SAWCUT ASPHALT CONCRETE (300 MM) M 6.8000 84,320.00 11,704.000 79,587.20 45 CLEARING AND GRUBBING LS 44,000.0000 44,000.00 0.950 41,800.00 46 DEVELOP WATER SUPPLY LS 88,000.0000 88,000.00 1.000 88,000.00 47 ROADWAY EXCAVATION M3 22.0000 3,476,000.00 5,728.230 126,021.06 199,109.240 4,380,403.28 48 LEAD COMPLIANCE PLAN LS 7,900.0000 7,900.00 1.000 7,900.00 49 ROCK EXCAVATION M3 19.4000 1,342,480.00 12,660.000 245,604.00 66,508.710 1,290,268.97 PROGRAM CAS145 PAGE 3 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER BACKING M3 29.5000 734,550.00 817.840 24,126.28 5,693.810 167,967.40 51 STRUCTURE EXCAVATION (BRIDGE) M3 52.0000 27,560.00 530.000 27,560.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 49.0000 33,810.00 690.000 33,810.00 53 STRUCTURE BACKFILL (BRIDGE) M3 77.0000 5,852.00 76.000 5,852.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 56.0000 33,600.00 150.000 8,400.00 150.000 8,400.00 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 94.0000 3,384.00 0.000 0.00 F) WALL) 56 ROCK STAINING LS 65,000.0000 65,000.00 0.000 0.00 57 DUFF HA 11,500.0000 391,000.00 17.000 195,500.00 S) 58 TRANSPLANT JOSHUA TREE EA 700.0000 84,000.00 194.000 135,800.00 S) 59 FINISHING ROADWAY LS 75,000.0000 75,000.00 0.370 27,750.00 60 CLASS 2 AGGREGATE SUBBASE M3 32.4000 910,440.00 26,838.550 869,569.02 61 CLASS 2 AGGREGATE BASE M3 32.5000 1,540,500.00 49.000 1,592.50 45,433.800 1,476,598.50 62 AGGREGATE BASE (APPROACH SLAB) M3 224.0000 2,688.00 0.000 0.00 63 LEAN CONCRETE BASE M3 131.0000 1,203,890.00 8,563.320 1,121,794.92 64 ASPHALT CONCRETE (TYPE A) TONN 61.0000 355,020.00 3,917.440 238,963.84 65 ASPHALT CONCRETE (OPEN GRADED) TONN 71.0000 1,143,100.00 0.000 0.00 66 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 78.0000 310,440.00 4,245.250 331,129.50 67 ASPHALT CONCRETE (TYPE C) TONN 66.0000 15,048,000.00 23,250.830 1,534,554.78 219,497.900 14,486,861.40 68 PAVING ASPHALT (PAINT BINDER) TONN 970.0000 514,100.00 17.870 17,333.90 248.350 240,899.50 69 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,300.0000 33,800.00 8.370 10,881.00 13.420 17,446.00 REINFORCING FABRIC) 70 PAVEMENT REINFORCING FABRIC M2 2.8700 64,001.00 10,482.170 30,083.83 19,402.170 55,684.23 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.8000 299,160.00 23,104.950 249,533.46 AREA) 72 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.1000 4,743.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.1000 489.60 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.1000 23,460.00 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.1000 39,933.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.1000 8,364.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SHOULDER RUMBLE STRIP STA 38.0000 19,760.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 78 CONCRETE PAVEMENT M3 336.0000 5,644,800.00 16,950.000 5,695,200.00 79 SHOULDER RUMBLE STRIP STA 324.0000 42,120.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 80 SEAL PAVEMENT JOINT M 10.6000 276,660.00 11,973.000 126,913.80 81 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 900.0000 211,500.00 160.493 144,443.70 S) PILING 82 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 132,600.00 154.555 262,743.50 S) PILING (ROCK SOCKET) 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 580.0000 22,040.00 38.000 22,040.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 1,870.0000 830,280.00 451.890 845,034.30 F) 85 STRUCTURAL CONCRETE, RETAINING WALL M3 680.0000 183,600.00 163.000 110,840.00 270.000 183,600.00 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 570.0000 6,840.00 7.650 4,360.50 F) (TYPE N) 87 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 81,360.00 38.220 27,518.40 (TYPE R) 88 CLASS 2 CONCRETE (BOX CULVERT) M3 2,600.0000 520,000.00 287.230 746,798.00 89 CLASS 2 CONCRETE (HEADWALL) M3 1,960.0000 548,800.00 368.620 722,495.20 90 MINOR CONCRETE (MINOR STRUCTURE) M3 4,100.0000 267,320.00 74.650 306,065.00 F) 91 PAVING NOTCH EXTENSION M3 2,070.0000 6,210.00 4.000 8,280.00 6.500 13,455.00 92 CONCRETE SURFACE TREATMENT M2 17.0000 4,080.00 0.000 0.00 F) (AESTHETIC WALL) 93 DRILL AND BOND DOWEL M 300.0000 75,900.00 253.000 75,900.00 94 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 113,400.00 31.080 65,268.00 95 PLACE POLYESTER CONCRETE OVERLAY M2 27.7000 79,443.60 764.480 21,176.10 F) 96 BAR REINFORCING STEEL (BRIDGE) KG 2.8000 243,227.60 86,867.000 243,227.60 SF) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 43,877.25 6,001.000 13,502.25 19,001.000 42,752.25 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 115,026.00 40,047.590 120,142.77 SF) 99 BAR REINFORCING STEEL (EPOXY COATED) KG 11.3000 11,017.50 975.000 11,017.50 SF)(BRIDGE) 00 FURNISH SIGN STRUCTURE (TRUSS) KG 9.6000 239,040.00 2,519.000 24,182.40 F) 01 INSTALL SIGN STRUCTURE (TRUSS) KG 1.1400 28,386.00 0.000 0.00 SF) 02 FURNISH LAMINATED PANEL SIGN M2 350.0000 14,000.00 0.000 0.00 F) (25.4 MM-TYPE A) 03 1524 MM CAST-IN-DRILLED-HOLE M 1,770.0000 37,170.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 510.0000 173,400.00 564.240 287,762.40 05 600 MM ALTERNATIVE PIPE CULVERT M 630.0000 144,900.00 241.990 152,453.70 06 750 MM ALTERNATIVE PIPE CULVERT M 770.0000 75,460.00 98.000 75,460.00 07 900 MM ALTERNATIVE PIPE CULVERT M 890.0000 61,410.00 61.550 54,779.50 08 975 MM ALTERNATIVE PIPE CULVERT M 1,780.0000 17,800.00 16.200 28,836.00 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,660.0000 61,420.00 11.200 18,592.00 10 1200 MM ALTERNATIVE PIPE CULVERT M 2,170.0000 17,360.00 7.400 16,058.00 11 1275 MM ALTERNATIVE PIPE CULVERT M 2,300.0000 11,500.00 5.000 11,500.00 12 600 MM REINFORCED CONCRETE PIPE M 610.0000 860,100.00 909.200 554,612.00 13 80 MM PLASTIC PIPE (EDGE DRAIN) M 150.0000 69,000.00 460.000 69,000.00 14 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 296.0000 38,480.00 130.000 38,480.00 15 GRATED LINE DRAIN M 1,350.0000 6,750.00 5.000 6,750.00 16 450 MM CORRUGATED STEEL PIPE RISER M 5,500.0000 5,500.00 1.000 5,500.00 (2.01 MM THICK) 17 900 MM CORRUGATED STEEL PIPE RISER M 3,100.0000 52,700.00 10.530 32,643.00 (2.01 MM THICK) 18 450 MM STEEL FLARED END SECTION EA 600.0000 10,200.00 13.000 7,800.00 19 600 MM STEEL FLARED END SECTION EA 850.0000 14,450.00 17.000 14,450.00 20 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 257.0000 41,120.00 64.160 16,489.12 21 ROCK SLOPE PROTECTION M3 207.0000 9,315.00 0.000 0.00 (BACKING NO. 1, METHOD B) 22 ROCK SLOPE PROTECTION (1T, METHOD B) M3 55.0000 56,100.00 1,086.750 59,771.25 23 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 77.0000 16,940.00 204.980 15,783.46 24 SLOPE PAVING (CONCRETE) M3 2,340.0000 18,720.00 8.000 18,720.00 25 ROCK SLOPE PROTECTION FABRIC M2 5.9000 12,508.00 1,125.970 6,643.22 26 MINOR CONCRETE (MISCELLANEOUS M3 1,340.0000 2,680.00 0.000 0.00 CONSTRUCTION) 27 MINOR CONCRETE (GUTTER) M3 2,000.0000 28,000.00 0.000 0.00 28 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 209,950.00 832.070 70,725.95 29 MISCELLANEOUS IRON AND STEEL KG 4.7000 35,814.00 3,438.000 16,158.60 SF) 30 FENCE (TYPE BW, 5 STRAND, METAL POST) M 30.0000 8,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING (STEEL POST) M 66.0000 396,660.00 497.420 32,829.72 3,833.120 252,985.92 S) 32 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 113.0000 181,930.00 1,608.164 181,722.53 S) 33 CABLE RAILING M 86.0000 36,980.00 47.450 4,080.70 S) 34 TRANSITION RAILING (TYPE WB) EA 2,380.0000 69,020.00 7.000 16,660.00 10.000 23,800.00 S) 35 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,080.0000 23,760.00 4.000 4,320.00 S) 36 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,130.0000 37,560.00 0.000 0.00 S) 37 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 110,200.00 7.000 20,300.00 15.000 43,500.00 S) 38 CRASH CUSHION (TYPE CAT) EA 5,400.0000 16,200.00 3.000 16,200.00 S) 39 CONCRETE BARRIER (TYPE 60C) M 680.0000 530,400.00 780.000 530,400.00 40 CONCRETE BARRIER (TYPE 60D) M 330.0000 39,600.00 60.000 19,800.00 60.000 19,800.00 41 CONCRETE BARRIER (TYPE 60E) M 1,260.0000 94,500.00 75.000 94,500.00 42 CONCRETE BARRIER (TYPE 60 MODIFIED) M 800.0000 54,400.00 19.230 15,384.00 43 CONCRETE BARRIER (TYPE 736) M 490.0000 129,850.00 236.860 116,061.40 F) 44 CONCRETE BARRIER (TYPE 736R) M 1,140.0000 127,680.00 10.700 12,198.00 38.700 44,118.00 F) 45 CONCRETE BARRIER (TYPE 736AR) MODIFIED M 1,670.0000 30,060.00 12.000 20,040.00 12.000 20,040.00 F) 46 THERMOPLASTIC PAVEMENT MARKING M2 54.0000 648.00 0.000 0.00 S) 47 THERMOPLASTIC TRAFFIC STRIPE M 0.4900 62,720.00 0.000 0.00 S) (SPRAYABLE) 48 PAVEMENT MARKER EA 8.9000 59,007.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 49 LIGHTING AND SIGN ILLUMINATION LS 1400,000.0000 1,400,000.00 0.960 1,344,000.00 S) PROGRAM CAS145 PAGE 7 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:09 PM ESTIMATE NO. 20 BID OPENING 10/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,934,366.09 46,970,217.67 ADJUSTMENT OF COMPENSATION -32,219.32 2,077,286.89 EXTRA WORK 32,562.31 1,152,514.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,934,709.08 50,200,019.19 50 MOBILIZATION LS 6600,000.0000 6,600,000.00 1.000 6,600,000.00 ORIGINAL CONTRACT AMOUNT 58,159,492.55 TOTAL WORK COMPLETED 2,934,709.08 56,800,019.19 MATERIALS ON HAND ON SITE 146,219.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -789,050.75 TOTAL 2,934,709.08 56,157,187.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 150 MOBILIZATION 5,815,949.25 6,600,000.00 784,050.75 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 11/15/07 350 11/30/07 11/30/07 05/20/10 154 276 -12 0 87% 46% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/01/08. YUEN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 08/27/09