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 03/26/09 EST. NO.15 TIME 01:52 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 0199 398.51 E.W. @ F.A.(+) 030609 N 701 0 0200 214.46 021709 N 708 0 0201 638.14 022009 N 709 0 0203 199.04 022409 N 711 0 0204 199.04 022309 N 710-10 0205 199.04 022509 N 712 0 0206 199.04 022609 N 713 0 0207 195.48 022709 N 714 0 0208 146.27 022709 N 715 0 0209 281.69 030209 N 716 0 0210 1,246.71 030209 N 717 0 0211 47.74 030409 N 718 0 0212 642.70 030909 N 719 0 0213 388.79 031009 N 720 0 0214 119.11 031009 N 732 0 0215 208.24 030509 N 733 0 0216 276.46 030509 N 734 0 0217 276.46 030409 N 735 0 0218 1,151.04 030409 N 736 0 0219 405.63 030309 N 737 0 0220 298.88 022609 N 740 0 0221 99.63 022609 N 741 0 0222 217.22 022609 N 742 0 0223 1,045.76 022309 N 743 0 0224 276.46 022309 N 744 0 0225 409.52 022709 N 745 0 002 0015 2,396.12 E.W. @ F.A.(+) 030109 N 705 0 003 0002 18,480.00 E.W. @ F.A.(+) 031809 N 721 0 004 0082 1,004.77 E.W. @ F.A.(+) 031109 N 704 0 0083 770.00 022009 N 722 0 0084 770.00 031809 N 723 0 0085 250.20 031309 N 731 0 0086 40.56 030309 N 738 0 005 0034 1,782.17 E.W. @ F.A.(+) 022309 N 703 0 0036 425.10 030409 N 746 0 0037 1,872.02 030509 N 747 0 014 0006 1,760.00 E.W. @ F.A.(+) 031809 N 724 0 015 0005 70,419.84 E.W. @ F.A.(+) 031809 N 749A 0 016 0047 600.46 A.C. @ U.P.(+) 030509 N 730 0 0048 335.28 022409 N 729-10 0049 512.06 031209 N 728-10 0050 670.56 022509 N 739 0 0052 4,364.34 120908 N 340.10 017 0078 7,480.00 E.W. @ F.A.(+) 031809 N 726 0 020 0009 110.00 E.W. @ F.A.(+) 031809 N 725 0 0010 5,775.00 030109 N 749 0 0012 7,425.00 011509 N 753 0 027 0007 625.00 E.W. @ F.A.(+) 031909 N 700.10 0008 2,026.50 031909 N 700A 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 03/26/09 EST. NO.15 TIME 01:52 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 --------------------------------------------------------------------------- 139,676.04 TOTAL THIS ESTIMATE 2,678,925.73 TOTAL PREVIOUS ESTIMATE 2,818,601.77 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 03/26/09 EST. NO.15 TIME 01:52 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 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 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 0.054 135,000.00 0.602 1,505,000.00 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 11,280.00 244.000 5,734.00 1,832.160 43,055.76 05 DESERT TORTOISE MONITOR WDAY 480.0000 228,000.00 16.000 7,680.00 165.000 79,200.00 06 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.050 2,000.00 0.660 26,400.00 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 0.770 3,003.00 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 1,474.000 2,387.88 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 37,500.00 445.960 1,672.35 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 50,251.000 33,165.66 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 207,000.0000 207,000.00 0.600 124,200.00 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 0.045 18,000.00 0.695 278,000.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 38,400.00 1,005.840 301.75 225,463.040 67,638.91 S) PROGRAM CAS145 PAGE 2 DATE 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.680 13,600.00 S) 26 TEMPORARY RAILING (TYPE K) M 32.6000 1,630,000.00 46,690.030 1,522,094.98 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 4,118.00 283.330 4,023.29 S) 29 REMOVE FLARED END SECTION EA 500.0000 25,000.00 4.000 2,000.00 48.000 24,000.00 30 REMOVE ASPHALT CONCRETE DIKE M 7.5000 58,725.00 1,676.000 12,570.00 20,220.720 151,655.40 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 0.160 16,000.00 0.880 88,000.00 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 0.000 0.00 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 38,199.390 92,824.52 S) (60 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 1,145,000.00 9,723.000 48,615.00 181,604.000 908,020.00 S) (150 MM MAXIMUM) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.4000 441,780.00 54,633.580 404,288.49 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 0.700 22,680.00 42 BRIDGE REMOVAL (PORTION), LOCATION C LS 32,400.0000 32,400.00 0.750 24,300.00 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 0.900 39,600.00 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 17,533.360 385,733.92 145,801.340 3,207,629.48 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 10,000.000 194,000.00 53,848.710 1,044,664.97 PROGRAM CAS145 PAGE 3 DATE 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,958.970 87,289.62 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 0.000 0.00 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 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 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 1,540,500.00 473.230 15,379.98 36,908.590 1,199,529.18 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 1,310.000 79,910.00 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 15,048,000.00 143,249.810 9,454,487.46 68 PAVING ASPHALT (PAINT BINDER) TONN 970.0000 514,100.00 185.060 179,508.20 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 6,603.250 71,315.10 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 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 211,500.00 160.493 144,443.70 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 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 40.780 106,028.00 250.530 651,378.00 89 CLASS 2 CONCRETE (HEADWALL) M3 1,960.0000 548,800.00 48.620 95,295.20 307.650 602,994.00 90 MINOR CONCRETE (MINOR STRUCTURE) M3 4,100.0000 267,320.00 69.360 284,376.00 F) 91 PAVING NOTCH EXTENSION M3 2,070.0000 6,210.00 2.500 5,175.00 2.500 5,175.00 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 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 86,867.000 243,227.60 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 6,520.500 19,561.50 33,993.590 101,980.77 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 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 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 173,400.00 552.050 281,545.50 05 600 MM ALTERNATIVE PIPE CULVERT M 630.0000 144,900.00 6.400 4,032.00 241.990 152,453.70 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 15.400 13,706.00 61.550 54,779.50 08 975 MM ALTERNATIVE PIPE CULVERT M 1,780.0000 17,800.00 6.600 11,748.00 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 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 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 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 12.000 7,200.00 19 600 MM STEEL FLARED END SECTION EA 850.0000 14,450.00 1.000 850.00 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 56,100.00 168.540 9,269.70 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 12,508.00 139.290 821.81 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 0.000 0.00 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 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,335.700 220,156.20 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 47.450 4,080.70 S) 34 TRANSITION RAILING (TYPE WB) EA 2,380.0000 69,020.00 3.000 7,140.00 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 8.000 23,200.00 S) 38 CRASH CUSHION (TYPE CAT) EA 5,400.0000 16,200.00 1.000 5,400.00 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 0.000 0.00 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 6.120 4,896.00 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 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 0.202 282,800.00 0.691 967,400.00 S) PROGRAM CAS145 PAGE 7 DATE 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4393U4 TIME 01:52 PM ESTIMATE NO. 15 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 03/20/09 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,413,895.56 29,348,226.96 ADJUSTMENT OF COMPENSATION 6,482.70 1,891,522.12 EXTRA WORK 133,193.34 927,079.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,553,571.60 32,166,828.73 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 1,553,571.60 38,766,828.73 MATERIALS ON HAND ON SITE 247,302.37 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -789,050.75 TOTAL 1,553,571.60 38,225,080.35 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 03/10/10 139 225 -12 0 62% 41% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/01/08. YUEN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/26/09