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 07/25/08 EST. NO.06 TIME 10:19 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 0009 453.72 E.W. @ F.A.(+) 051908 N 014 0 0010 478.61 052008 N 015 0 0012 399.99 052808 N 017 0 0013 375.66 061108 N 106440 0014 363.50 061208 N 019 0 0015 387.82 061608 N 020 0 0016 353.50 070108 N 027 0 0017 495.13 071508 N 028 0 0018 239.39 071508 N 029 0 0019 693.11 070908 N 030 0 0020 617.95 071008 N 031 0 002 0006 2,432.58 E.W. @ F.A.(+) 062408 N 040 0 004 0001 78.98 E.W. @ F.A.(+) 060508 N 025 0 0003 578.37 070908 N 033 0 0004 3,175.43 052908 N 034 0 0005 3,488.21 052808 N 035 0 0006 44.79 061308 N 036 0 0008 1,711.24 051608 N 039 0 0009 1,143.21 060308 N 044 0 0010 1,322.79 072008 N 045 0 006 0002 209,097.70 A.C. @ U.P.(+) 072008 N 042 0 011 0002 23,763.00 E.W. @ U.P (+) 052808 N 001 0 016 0006 12,321.72 A.C. @ U.P.(+) 071508 N 001 0 264,016.40 TOTAL THIS ESTIMATE 242,449.21 TOTAL PREVIOUS ESTIMATE 506,465.61 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 07/25/08 EST. NO.06 TIME 10:19 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 OVERBID ITEMS OVERBID ITEM NO. 150 -392,025.37 05 OVERBID ITEM NO. 150 -196,012.69 06 -196,012.69 -588,038.06 TOTAL DEDUCTIONS -196,012.69 -593,038.06 PROGRAM CAS145 PAGE 1 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 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 0.250 1,600.00 02 TIME-RELATED OVERHEAD LS 2500,000.0000 2,500,000.00 0.039 97,500.00 0.104 260,000.00 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 20.000 9,600.00 47.000 22,560.00 06 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.250 10,000.00 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 0.010 39.00 0.560 2,184.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 7.3000 551,880.00 693.400 5,061.82 9,821.000 71,693.30 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 4.000 972.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,650.0000 42,400.00 1.000 2,650.00 3.000 7,950.00 14 TEMPORARY COVER M2 3.7500 37,500.00 0.000 0.00 15 TEMPORARY CHECK DAM M 5.9000 4,248.00 49.500 292.05 195.700 1,154.63 16 TEMPORARY DRAINAGE INLET PROTECTION EA 297.0000 17,820.00 15.000 4,455.00 22.000 6,534.00 17 TEMPORARY HYDRAULIC MULCH M2 0.6600 264,000.00 0.000 0.00 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 207,000.0000 207,000.00 0.040 8,280.00 0.160 33,120.00 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 0.050 20,000.00 0.060 24,000.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 38,400.00 14,629.150 4,388.75 51,062.340 15,318.70 S) PROGRAM CAS145 PAGE 2 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 2,320.00 S) 24 TEMPORARY PAVEMENT MARKER EA 1.2500 8,200.00 0.000 0.00 S) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.050 1,000.00 0.150 3,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 32.6000 1,630,000.00 5,673.000 184,939.80 13,921.980 453,856.55 27 TEMPORARY CRASH CUSHION EA 3,500.0000 14,000.00 1.000 3,500.00 4.000 14,000.00 S) 28 REMOVE METAL BEAM GUARD RAILING M 14.2000 4,118.00 86.770 1,232.13 S) 29 REMOVE FLARED END SECTION EA 500.0000 25,000.00 0.000 0.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.5000 58,725.00 1,070.000 8,025.00 1,998.720 14,990.40 31 REMOVE OVERSIDE DRAIN EA 214.0000 25,680.00 0.000 0.00 32 REMOVE DRAINAGE FACILITY LS 100,000.0000 100,000.00 0.200 20,000.00 0.200 20,000.00 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 1,221.000 17,338.20 S) 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.4300 78,975.00 23,953.690 58,207.47 S) (60 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,145,000.00 61,999.640 309,998.20 75,919.600 379,598.00 S) (150 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.4000 441,780.00 11,516.550 85,222.47 27,863.610 206,190.71 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 0.000 0.00 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 0.400 17,600.00 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 7,942.790 174,741.38 7,942.790 174,741.38 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 2,539.950 49,275.03 4,539.950 88,075.03 PROGRAM CAS145 PAGE 3 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 52.0000 27,560.00 401.000 20,852.00 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 12.000 924.00 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 5.000 57,500.00 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 0.000 0.00 61 CLASS 2 AGGREGATE BASE M3 32.5000 1,540,500.00 0.000 0.00 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 22,547.030 1,488,103.98 45,313.850 2,990,714.10 68 PAVING ASPHALT (PAINT BINDER) TONN 970.0000 514,100.00 100.700 97,679.00 154.060 149,438.20 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 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.240 4,716.00 97.240 87,516.00 S) PILING 82 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,700.0000 132,600.00 71.960 122,332.00 71.960 122,332.00 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 87.100 162,877.00 97.100 181,577.00 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 9.800 25,480.00 9.800 25,480.00 89 CLASS 2 CONCRETE (HEADWALL) M3 1,960.0000 548,800.00 9.800 19,208.00 9.800 19,208.00 90 MINOR CONCRETE (MINOR STRUCTURE) M3 4,100.0000 267,320.00 5.230 21,443.00 5.230 21,443.00 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 0.000 0.00 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 10,699.000 29,957.20 22,683.000 63,512.40 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 115,026.00 881.540 2,644.62 881.540 2,644.62 SF) 99 BAR REINFORCING STEEL (EPOXY COATED) KG 11.3000 11,017.50 325.000 3,672.50 325.000 3,672.50 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 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.400 6,324.00 12.400 6,324.00 05 600 MM ALTERNATIVE PIPE CULVERT M 630.0000 144,900.00 8.900 5,607.00 8.900 5,607.00 06 750 MM ALTERNATIVE PIPE CULVERT M 770.0000 75,460.00 0.000 0.00 07 900 MM ALTERNATIVE PIPE CULVERT M 890.0000 61,410.00 0.000 0.00 08 975 MM ALTERNATIVE PIPE CULVERT M 1,780.0000 17,800.00 0.000 0.00 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,660.0000 61,420.00 0.000 0.00 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 95,404.00 156.400 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 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 4.300 13,330.00 (2.01 MM THICK) 18 450 MM STEEL FLARED END SECTION EA 600.0000 10,200.00 0.000 0.00 19 600 MM STEEL FLARED END SECTION EA 850.0000 14,450.00 0.000 0.00 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 0.000 0.00 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 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.115 161,000.00 0.242 338,800.00 S) PROGRAM CAS145 PAGE 7 DATE 07/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 10:19 AM ESTIMATE NO. 06 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 07/18/08 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 07/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,335,371.00 6,489,959.56 ADJUSTMENT OF COMPENSATION 221,419.42 449,583.51 EXTRA WORK 42,596.98 56,882.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,599,387.40 6,996,425.17 50 MOBILIZATION LS 6600,000.0000 6,600,000.00 0.250 1,650,000.00 0.750 4,950,000.00 ORIGINAL CONTRACT AMOUNT 58,159,492.55 TOTAL WORK COMPLETED 5,249,387.40 11,946,425.17 MATERIALS ON HAND ON SITE 405,222.91 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -196,012.69 -593,038.06 TOTAL 5,053,374.71 11,758,610.02 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 04/29/09 49 14 1 0 20% 14% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/10/07. YUEN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/25/08