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 08/26/08 EST. NO.07 TIME 10:53 AM 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 0011 278.34 E.W. @ F.A.(+) 052908 N 016 0 0021 591.29 061908 N 063 0 0022 1,363.31 062308 N 064 0 0023 1,234.80 062408 N 065 0 0024 892.23 062508 N 067 0 0025 460.68 062608 N 066 0 0026 748.00 061808 N 068 0 0027 523.51 070908 N 076 0 0028 618.04 071008 N 077 0 0029 446.43 063008 N 078 0 0030 775.32 070808 N 079 0 0031 821.17 071508 N 091 0 0032 399.99 070208 N 092 0 0033 821.17 071708 N 093 0 0034 793.72 071408 N 094 0 0035 1,202.16 072108 N 097 0 0036 1,045.98 072208 N 098 0 0037 924.48 072408 N 099 0 0038 1,253.86 072308 N 100 0 0039 992.12 072808 N 101 0 0040 1,048.00 073108 N 109 0 0041 702.91 080608 N 110 0 0042 799.97 080708 N 111 0 0043 606.84 080508 N 112 0 0044 854.86 072908 N 113 0 0045 717.62 073008 N 114 0 002 0007 2,184.00 E.W. @ F.A.(+) 072208 N 062 0 004 0002 3,782.41 E.W. @ F.A.(+) 040108 N 032 0 0007 2,656.21 051508 N 038 0 0011 6,093.90 060508 N 046 0 0012 1,035.62 071408 N 061 0 0013 396.17 073108 N 081 0 0014 889.48 072008 N 082 0 0015 38.20 072908 N 083 0 0016 122.20 080608 N 086 0 0017 1,642.01 070208 N 087 0 0018 1,350.29 081408 N 097 0 0019 11,001.19 071108 N 098 0 0020 336.28 072408 N 096 0 0021 1,707.24 071608 N 108 0 005 0001 3,147.53 E.W. @ F.A.(+) 072808 N 069 0 0002 2,104.78 073008 N 070 0 0003 1,111.74 080508 N 088 0 0004 2,728.39 080608 N 089 0 0005 2,047.82 080708 N 090 0 0006 1,253.98 081508 N 102 0 0007 2,500.16 081408 N 103 0 0008 1,906.96 081308 N 104 0 0009 1,979.11 081208 N 105 0 0010 1,751.34 081108 N 106 0 0011 1,334.61 080808 N 107 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 08/26/08 EST. NO.07 TIME 10:53 AM 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 --------------------------------------------------------------------------- 007 0001 40,055.48 A.C. @ U.P.(+) 072008 N 043 0 0002 94,014.97 082008 N 116 0 016 0007 6,133.11 A.C. @ U.P.(+) 060508 N 047 0 0008 2,308.40 060408 N 048 0 0009 8,565.23 060208 N 049 0 0010 34.00 062508 N 050 0 0011 10,659.89 052908 N 051 0 0012 18,539.65 053008 N 052 0 017 0001 10,370.94 E.W. @ F.A.(+) 062308 N 053 0 0003 722.43 061908 N 055 0 0004 18.61 070108 N 056 0 0005 527.34 062407 N 057 0 0006 102.66 070808 N 058 0 0007 56.62 062708 N 059 0 0008 117.97 061108 N 071 0 0009 82.01 071008 N 072 0 0010 506.70 071608 N 073 0 0011 3,002.89 070908 N 074 0 0012 2,485.44 071008 N 075 0 0013 247.09 072908 N 080 0 0014 86.44 072908 N 080.10 0015 451.25 062308 N 084 0 0016 580.58 061808 N 085 0 0017 37.99 071408 N 095 0 020 0001 1,705.00 E.W. @ F.A.(+) 071708 N 060 0 277,431.11 TOTAL THIS ESTIMATE 506,465.61 TOTAL PREVIOUS ESTIMATE 783,896.72 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 08/26/08 EST. NO.07 TIME 10:53 AM 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 -10,000.00 -10,000.00 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 -156,810.15 -744,848.21 TOTAL DEDUCTIONS -166,810.15 -759,848.21 PROGRAM CAS145 PAGE 1 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 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 0.250 1,600.00 02 TIME-RELATED OVERHEAD LS 2500,000.0000 2,500,000.00 0.101 252,500.00 0.205 512,500.00 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 1,267.210 29,779.44 05 DESERT TORTOISE MONITOR WDAY 480.0000 228,000.00 23.000 11,040.00 70.000 33,600.00 06 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.300 12,000.00 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 0.560 2,184.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 7.3000 551,880.00 2,667.600 19,473.48 12,488.600 91,166.78 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 0.000 0.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 243.0000 4,860.00 2.000 486.00 6.000 1,458.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,650.0000 42,400.00 1.000 2,650.00 4.000 10,600.00 14 TEMPORARY COVER M2 3.7500 37,500.00 0.000 0.00 15 TEMPORARY CHECK DAM M 5.9000 4,248.00 156.800 925.12 352.500 2,079.75 16 TEMPORARY DRAINAGE INLET PROTECTION EA 297.0000 17,820.00 25.000 7,425.00 47.000 13,959.00 17 TEMPORARY HYDRAULIC MULCH M2 0.6600 264,000.00 779.000 514.14 779.000 514.14 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 207,000.0000 207,000.00 0.040 8,280.00 0.200 41,400.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,240.0000 3,240.00 0.000 0.00 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 0.320 128,000.00 0.380 152,000.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 38,400.00 22,606.110 6,781.83 73,668.450 22,100.54 S) PROGRAM CAS145 PAGE 2 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,160.00 6.000 3,480.00 S) 24 TEMPORARY PAVEMENT MARKER EA 1.2500 8,200.00 2,178.000 2,722.50 2,178.000 2,722.50 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.050 1,000.00 0.200 4,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 32.6000 1,630,000.00 4,797.550 156,400.13 18,719.530 610,256.68 27 TEMPORARY CRASH CUSHION EA 3,500.0000 14,000.00 4.000 14,000.00 S) 28 REMOVE METAL BEAM GUARD RAILING M 14.2000 4,118.00 138.650 1,968.83 225.420 3,200.96 S) 29 REMOVE FLARED END SECTION EA 500.0000 25,000.00 5.000 2,500.00 5.000 2,500.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.5000 58,725.00 4,770.000 35,775.00 6,768.720 50,765.40 31 REMOVE OVERSIDE DRAIN EA 214.0000 25,680.00 1.000 214.00 1.000 214.00 32 REMOVE DRAINAGE FACILITY LS 100,000.0000 100,000.00 0.070 7,000.00 0.270 27,000.00 33 REMOVE CULVERT M 270.0000 8,640.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE SURFACING M2 6.6000 15,048.00 0.000 0.00 35 SALVAGE METAL BEAM GUARD RAILING M 14.2000 26,980.00 1,221.000 17,338.20 S) 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.4300 78,975.00 3,709.700 9,014.57 27,663.390 67,222.04 S) (60 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,145,000.00 52,115.070 260,575.35 128,034.670 640,173.35 S) (150 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.4000 441,780.00 15,651.970 115,824.58 43,515.580 322,015.29 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 0.750 24,300.00 41 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,400.0000 32,400.00 0.700 22,680.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 32,400.0000 32,400.00 0.700 22,680.00 43 BRIDGE REMOVAL (PORTION), LOCATION D LS 70,000.0000 70,000.00 0.000 0.00 44 SAWCUT ASPHALT CONCRETE (300 MM) M 6.8000 84,320.00 0.000 0.00 45 CLEARING AND GRUBBING LS 44,000.0000 44,000.00 0.100 4,400.00 0.500 22,000.00 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 6,189.040 136,158.88 14,131.830 310,900.26 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 4,539.950 88,075.03 PROGRAM CAS145 PAGE 3 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER BACKING M3 29.5000 734,550.00 969.000 28,585.50 969.000 28,585.50 51 STRUCTURE EXCAVATION (BRIDGE) M3 52.0000 27,560.00 129.000 6,708.00 530.000 27,560.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 49.0000 33,810.00 0.000 0.00 53 STRUCTURE BACKFILL (BRIDGE) M3 77.0000 5,852.00 5.000 385.00 17.000 1,309.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 56.0000 33,600.00 0.000 0.00 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 7.000 80,500.00 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 0.000 0.00 60 CLASS 2 AGGREGATE SUBBASE M3 32.4000 910,440.00 5,393.000 174,733.20 5,393.000 174,733.20 61 CLASS 2 AGGREGATE BASE M3 32.5000 1,540,500.00 3,170.000 103,025.00 3,170.000 103,025.00 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 0.000 0.00 64 ASPHALT CONCRETE (TYPE A) TONN 61.0000 355,020.00 0.000 0.00 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 0.000 0.00 67 ASPHALT CONCRETE (TYPE C) TONN 66.0000 15,048,000.00 35,993.330 2,375,559.78 81,307.180 5,366,273.88 68 PAVING ASPHALT (PAINT BINDER) TONN 970.0000 514,100.00 31.000 30,070.00 185.060 179,508.20 69 PAVING ASPHALT (BINDER-PAVEMENT TONN 1,300.0000 33,800.00 0.000 0.00 REINFORCING FABRIC) 70 PAVEMENT REINFORCING FABRIC M2 2.8700 64,001.00 0.000 0.00 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.8000 299,160.00 0.000 0.00 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 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 81 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 900.0000 211,500.00 63.253 56,927.70 160.493 144,443.70 S) PILING 82 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 132,600.00 82.595 140,411.50 154.555 262,743.50 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 96.650 180,735.50 193.750 362,312.50 F) 85 STRUCTURAL CONCRETE, RETAINING WALL M3 680.0000 183,600.00 0.000 0.00 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 570.0000 6,840.00 0.000 0.00 F) (TYPE N) 87 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 81,360.00 0.000 0.00 (TYPE R) 88 CLASS 2 CONCRETE (BOX CULVERT) M3 2,600.0000 520,000.00 68.200 177,320.00 78.000 202,800.00 89 CLASS 2 CONCRETE (HEADWALL) M3 1,960.0000 548,800.00 9.890 19,384.40 19.690 38,592.40 90 MINOR CONCRETE (MINOR STRUCTURE) M3 4,100.0000 267,320.00 14.300 58,630.00 19.530 80,073.00 F) 91 PAVING NOTCH EXTENSION M3 2,070.0000 6,210.00 0.000 0.00 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 75,900.00 181.000 54,300.00 181.000 54,300.00 94 FURNISH POLYESTER CONCRETE OVERLAY M3 2,100.0000 113,400.00 0.000 0.00 95 PLACE POLYESTER CONCRETE OVERLAY M2 27.7000 79,443.60 0.000 0.00 F) 96 BAR REINFORCING STEEL (BRIDGE) KG 2.8000 243,227.60 39,218.000 109,810.40 61,901.000 173,322.80 SF) 97 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 43,877.25 0.000 0.00 SF) 98 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 115,026.00 3,606.000 10,818.00 4,487.540 13,462.62 SF) 99 BAR REINFORCING STEEL (EPOXY COATED) KG 11.3000 11,017.50 155.000 1,751.50 480.000 5,424.00 SF)(BRIDGE) 00 FURNISH SIGN STRUCTURE (TRUSS) KG 9.6000 239,040.00 0.000 0.00 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 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 173,400.00 415.100 211,701.00 427.500 218,025.00 05 600 MM ALTERNATIVE PIPE CULVERT M 630.0000 144,900.00 7.200 4,536.00 16.100 10,143.00 06 750 MM ALTERNATIVE PIPE CULVERT M 770.0000 75,460.00 8.300 6,391.00 8.300 6,391.00 07 900 MM ALTERNATIVE PIPE CULVERT M 890.0000 61,410.00 12.900 11,481.00 12.900 11,481.00 08 975 MM ALTERNATIVE PIPE CULVERT M 1,780.0000 17,800.00 9.600 17,088.00 9.600 17,088.00 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,660.0000 61,420.00 7.800 12,948.00 7.800 12,948.00 10 1200 MM ALTERNATIVE PIPE CULVERT M 2,170.0000 17,360.00 0.000 0.00 11 1275 MM ALTERNATIVE PIPE CULVERT M 2,300.0000 11,500.00 0.000 0.00 12 600 MM REINFORCED CONCRETE PIPE M 610.0000 860,100.00 156.400 95,404.00 13 80 MM PLASTIC PIPE (EDGE DRAIN) M 150.0000 69,000.00 0.000 0.00 14 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 296.0000 38,480.00 0.000 0.00 15 GRATED LINE DRAIN M 1,350.0000 6,750.00 0.000 0.00 16 450 MM CORRUGATED STEEL PIPE RISER M 5,500.0000 5,500.00 0.600 3,300.00 (2.01 MM THICK) 17 900 MM CORRUGATED STEEL PIPE RISER M 3,100.0000 52,700.00 4.300 13,330.00 (2.01 MM THICK) 18 450 MM STEEL FLARED END SECTION EA 600.0000 10,200.00 5.000 3,000.00 5.000 3,000.00 19 600 MM STEEL FLARED END SECTION EA 850.0000 14,450.00 1.000 850.00 1.000 850.00 20 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 257.0000 41,120.00 0.000 0.00 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 0.000 0.00 23 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 77.0000 16,940.00 0.000 0.00 24 SLOPE PAVING (CONCRETE) M3 2,340.0000 18,720.00 8.000 18,720.00 8.000 18,720.00 25 ROCK SLOPE PROTECTION FABRIC M2 5.9000 12,508.00 0.000 0.00 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 0.000 0.00 29 MISCELLANEOUS IRON AND STEEL KG 4.7000 35,814.00 0.000 0.00 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 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 32 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 113.0000 181,930.00 0.000 0.00 S) 33 CABLE RAILING M 86.0000 36,980.00 0.000 0.00 S) 34 TRANSITION RAILING (TYPE WB) EA 2,380.0000 69,020.00 0.000 0.00 S) 35 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,080.0000 23,760.00 0.000 0.00 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 0.000 0.00 S) 38 CRASH CUSHION (TYPE CAT) EA 5,400.0000 16,200.00 0.000 0.00 S) 39 CONCRETE BARRIER (TYPE 60C) M 680.0000 530,400.00 0.000 0.00 40 CONCRETE BARRIER (TYPE 60D) M 330.0000 39,600.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 60E) M 1,260.0000 94,500.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 60 MODIFIED) M 800.0000 54,400.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 736) M 490.0000 129,850.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 736R) M 1,140.0000 127,680.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE 736AR) MODIFIED M 1,670.0000 30,060.00 0.000 0.00 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 0.066 92,400.00 0.308 431,200.00 S) PROGRAM CAS145 PAGE 7 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:53 AM ESTIMATE NO. 07 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 08/20/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,107,359.89 11,597,319.46 ADJUSTMENT OF COMPENSATION 180,310.73 629,894.24 EXTRA WORK 97,120.38 154,002.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,384,791.00 12,381,216.18 50 MOBILIZATION LS 6600,000.0000 6,600,000.00 0.200 1,320,000.00 0.950 6,270,000.00 ORIGINAL CONTRACT AMOUNT 58,159,492.55 TOTAL WORK COMPLETED 6,704,791.00 18,651,216.18 MATERIALS ON HAND ON SITE 409,371.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -166,810.15 -759,848.21 TOTAL 6,537,980.85 18,300,739.26 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 10/26/09 72 123 1 0 31% 21% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/10/07. YUEN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 08/26/08