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 05/24/10 EST. NO.27 TIME 02:11 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- 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 0211 522.26 E.W. @ F.A.(+) 062909 N 0588.0 0232 1,925.06 090809 N 0650.0 0241 2,355.97 112009 N 0782.0 0255 129.50 090809 N 0650.1 0256 229.14 090809 N 0650.2 003 0022 600.00 A.C. @ U.P.(+) 021010 N 0845.0 0023 662.50 050610 N 0956.0 0024 600.00 050610 N 0957.0 004 0090 827.98 E.W. @ F.A.(+) 122909 N 0817.0 0093 683.46 110409 N 0900.0 0096 1,289.07 022310 N 0889.0 0098 537.06 031610 N 0916.0 0100 1,148.43 032910 N 0924.0 0101 659.79 110609 N 0899.1 0102 222.23 040610 N 0935.0 0103 813.63 041310 N 0941.0 0104 887.59 041910 N 0944.0 007 0205 7.40 E.W. @ F.A.(+) 072008 N 0083.1 0208 7.30 112408 N 0280.1 0220 166.56 032610 N 0921.0 0225 2,897.30 033010 N 0928.0 0226 1,759.72 033110 N 0930.0 0227 839.02 040210 N 0931.0 0228 457.86 040610 N 0933.0 0229 457.86 041310 N 0940.0 0230 616.05 041610 N 0943.0 0231 2,689.21 042010 N 0948.0 0232 927.37 042110 N 0950.0 013 0044 1,039.32 E.W. @ F.A.(+) 122809 N 0816.0 0060 2,104.11 011310 N 0857.0 0064 662.97 122309 N 0813.0 0066 174.36 120309 N 0793.1 0067 1,768.83 010510 N 0823.0 0069 586.45 011410 N 0862.0 0070 73.30 011210 N 0853.1 0071 733.45 011210 N 0854.1 0072 5,592.99 100509 N 0797.2 0074 1,396.68 040910 N 0939.0 0075 472.90 042010 N 0945.0 0077 1,206.80 042110 N 0951.0 0081 7,087.25 A.C. @ L.S.(+) 052110 N NA0081 018 0081 558.26 E.W. @ F.A.(+) 032910 N 0925.0 0082 1,329.39 031810 N 0917.0 0083 395.37 040610 N 0934.0 025 0005 91,790.70 E.W. @ U.P (+) 052110 N NA0005 029 0009 1,699.39 E.W. @ F.A.(+) 103009 N 0750.0 0012 469.03 043010 N 0952.0 0013 870.32 050510 N 0955.0 0014 26,744.00 A.C. @ L.S.(+) 052110 N NA0014 030 0005 -981.29 A.C. @ L.S.(-) 052110 N NA0005 0006 1,300.58 E.W. @ L.S.(+) 052110 N NA0006 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 05/24/10 EST. NO.27 TIME 02:11 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 037 0003 19,457.20 E.W. @ L.S.(+) 052110 N NA0003 041 0001 1,886.00 E.W. @ U.P (+) 072209 N 0682.0 0004 1,886.00 092509 N 0687.0 042 0025 491.83 E.W. @ F.A.(+) 122309 N 0812.1 0026 7,342.83 041610 N 0942.0 053 0002 1,470.90 E.W. @ F.A.(+) 021110 N 0879.1 061 0003 4,737.00 A.C. @ U.P.(+) 052110 N NA0003 062 0001 6,625.00 E.W. @ L.S.(+) 052110 N NA0001 066 0001 41,997.00 A.C. @ L.S.(+) 052110 N NA0001 068 0001 17,182.00 A.C. @ L.S.(+) 052110 N NA0001 275,070.24 TOTAL THIS ESTIMATE 2,970,571.28 TOTAL PREVIOUS ESTIMATE 3,245,641.52 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 05/24/10 EST. NO.27 TIME 02:11 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WATER METER FEES -6,480.00 08 BRITANNIA ACP -3,485.00 09 A/C COMPACTION TEST -5,438.68 17 CL II FAILED GRAD -2,400.00 17 CL IV FAILED GRAD -1,200.00 17 PCCP FAILED GRAD -4,600.00 17 FAILING CL II BASE -1,200.00 18 ITEM 79 DEDUCT -648.00 19 STRUCT. CONC AGGREG. -126.00 20 FAIL. ASPH CONC GRAD -877.50 21 FAILING ASPH CONC -3,150.00 21 AC BASE COMPLIANCE -877.50 22 AC CNTRCT COMPLIANCE -3,150.00 22 ACP REMOVAL -3,532.50 22 SIGN STR.SHOP INSPEC -5,000.00 22 FAILING AC GRADATION -1,753.85 24 FAILING CLII GRAD. -1,200.00 24 FAILING PCCP GRAD. -1,150.00 24 0.00 -46,269.03 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 05 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD MAY 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 PRS RECD AUG 10,000.00 07 O/S PRS OCT -10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS DEC -10,000.00 10 PRS RECD SEPT 10,000.00 10 O/S PRS JAN -10,000.00 11 PRS RECD OCT 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 09 -10,000.00 12 PRS RECD JAN 09 10,000.00 12 O/S PRS MARCH 09 -10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS APRIL -10,000.00 14 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 05/24/10 EST. NO.27 TIME 02:11 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD FEB 10,000.00 14 PRS RECD MAR 10,000.00 14 O/S PRS MAY 09 -10,000.00 15 PRS RECD APRIL 09 10,000.00 15 O/S PRS JUNE -10,000.00 16 O/S PRS JULY -10,000.00 17 PRS RECD MAY 10,000.00 17 O/S PRS AUG -10,000.00 18 PRS RECD JUNE 10,000.00 18 O/S PRS SEPT -10,000.00 19 PRS RECD JULY 10,000.00 19 PRS RECD AUG 10,000.00 19 O/S PRS OCT 09 -4,000.00 20 PRTL PRS RECD SEPT 8,000.00 20 O/S PRS NOV 09 -5,000.00 21 O/S PRS DEC -2,000.00 22 PRTL PRS RECD OCT 3,000.00 22 PRTL PRS RECD NOV 4,000.00 22 PRTL PRS RECD SEPT 1,000.00 22 O/S PRS JAN -1,000.00 23 PRS RECD OCT 1,000.00 23 PRS RECD NOV 1,000.00 23 PRS RECD SEPT 1,000.00 23 PRTL PRS RECD DEC 1,000.00 23 O/S PRS FEB -2,000.00 24 PRS RECD DEC 1,000.00 24 PRS RECD JAN 1,000.00 24 O/S PRS MARCH 10 -2,000.00 26 O/S PRS APRIL -1,000.00 27 PRTL PRS FEB 1,000.00 27 0.00 -4,000.00 TOTAL DEDUCTIONS 0.00 -50,269.03 PROGRAM CAS145 PAGE 1 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 LOCATION PROGRESS ESTIMATE 11-SD-905-R8.6/R11.6 ----------------- SKANKSA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC. FROM 0.6 KM EAST OF CACTUS ROAD TO 9543-4 HEINRICH HERTZ DRIVE 0.3 KM WEST OF THE MEXICO BORDER SAN DIEGO,CA 92154 FED. AID NO. HPLU-6211(71)N ,HPLU-6211(72)N ,HPLU-6211(73)N CONSTRUCT NEW FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 60,000.0000 60,000.00 0.750 45,000.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,635,000.00 21.000 52,500.00 489.000 1,222,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,800.00 1,764.000 26,460.00 04 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.030 4,050.00 0.748 100,980.00 05 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.010 70.00 0.823 5,761.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.1500 274,500.00 15,147.000 2,272.05 759,837.780 113,975.67 S) 07 TEMPORARY FIBER ROLL M 5.2500 316,575.00 29,944.600 157,209.15 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 47,000.00 18.000 18,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 169,000.00 14.000 91,000.00 10 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 1.000 450.00 9.000 4,050.00 S) (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 72,000.00 1.000 400.00 12 STREET SWEEPING LS 125,000.0000 125,000.00 0.030 3,750.00 0.735 91,875.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 55,000.0000 55,000.00 0.030 1,650.00 0.735 40,425.00 14 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.020 900.00 0.760 34,200.00 S) 15 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.030 3,750.00 0.740 92,500.00 S) 16 TYPE III BARRICADE EA 300.0000 8,700.00 6.000 1,800.00 43.000 12,900.00 S) 17 BARRICADE (LEFT IN PLACE) EA 300.0000 3,000.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 6,300.00 86.660 2,599.80 428.480 12,854.40 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 32,200.00 1,783.000 1,783.00 41,943.000 41,943.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 13,200.00 63.000 3,780.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 0.000 0.00 S) (LEFT IN PLACE) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 9,640.00 187.000 748.00 2,445.000 9,780.00 PROGRAM CAS145 PAGE 2 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 100,000.00 0.320 3,200.00 7.420 74,200.00 S) 24 TEMPORARY RAILING (TYPE K) M 50.0000 368,000.00 275.000 13,750.00 7,276.700 363,835.00 S) 25 TRAFFIC PLASTIC DRUM EA 90.0000 15,300.00 13.000 1,170.00 148.000 13,320.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 365.0000 98,550.00 148.000 54,020.00 S) 27 TEMPORARY CRASH CUSHION (ADIEM-350) EA 7,000.0000 35,000.00 1.000 7,000.00 5.000 35,000.00 S) 28 ABANDON CULVERT EA 5,000.0000 15,000.00 5.000 25,000.00 29 ABANDON INLET EA 1,400.0000 2,800.00 0.000 0.00 30 ABANDON WATER LINE EA 4,000.0000 44,000.00 1.000 4,000.00 9.000 36,000.00 31 REMOVE CHAIN LINK FENCE M 20.0000 11,400.00 1,775.100 35,502.00 32 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,500.00 346.500 12,127.50 33 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 19,485.00 5,521.000 24,844.50 34 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 7.0000 8,190.00 186.270 1,303.89 1,545.150 10,816.05 MARKING 35 REMOVE ROADSIDE SIGN EA 125.0000 5,000.00 0.000 0.00 36 REMOVE MANHOLE EA 1,200.0000 4,800.00 0.000 0.00 37 REMOVE BASE AND SURFACING M3 40.0000 680.00 69.370 2,774.80 728.320 29,132.80 38 RESET ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 39 RELOCATE HYDRANT EA 6,500.0000 13,000.00 1.000 6,500.00 40 RELOCATE ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 41 ADJUST INLET EA 3,000.0000 3,000.00 1.000 3,000.00 42 ADJUST FRAME AND COVER TO GRADE EA 3,000.0000 6,000.00 2.000 6,000.00 43 ADJUST SEWER MANHOLE EA 2,000.0000 6,000.00 3.000 6,000.00 3.000 6,000.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 11,850.00 509.000 1,527.00 S) 45 REMOVE CONCRETE M3 100.0000 9,200.00 27.250 2,725.00 507.039 50,703.90 46 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 47 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.030 2,100.00 0.740 51,800.00 48 ROADWAY EXCAVATION M3 3.4500 4,519,500.00 1,493,519.734 5,152,643.08 49 LEAD COMPLIANCE PLAN LS 70,000.0000 70,000.00 0.500 35,000.00 S) PROGRAM CAS145 PAGE 3 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 12.5000 164,500.00 13,160.000 164,500.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 13,200.00 900.600 18,012.00 52 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 195,750.00 7,175.000 179,375.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,600.00 646.100 25,844.00 54 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 9,875.00 40.400 5,050.00 WALL) 55 GRAVEL BLANKET M3 65.0000 148,850.00 0.000 0.00 56 SAND BACKFILL M3 145.0000 17,400.00 3.800 551.00 334.090 48,443.05 57 LEAN CONCRETE BACKFILL M3 165.0000 483,450.00 2,930.000 483,450.00 F) 58 DITCH EXCAVATION M3 6.0000 30,300.00 1,038.320 6,229.92 59 HIGHWAY PLANTING LS 155,000.0000 155,000.00 1.000 155,000.00 S) 60 DUFF M2 1.0000 9,240.00 34,620.000 34,620.00 61 BONDED FIBER MATRIX (EROSION CONTROL) KG 1.8000 14,832.00 4,918.500 8,853.30 S) 62 FIBER (EROSION CONTROL) KG 0.7000 44,380.00 5,000.000 3,500.00 S) 63 FIBER ROLLS M 7.0000 429,800.00 13,330.800 93,315.60 64 COMPOST (EROSION CONTROL) M3 700.0000 112,000.00 14.660 10,262.00 S) 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 3.000 1,350.00 S) 66 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 425.0000 15,300.00 21.900 9,307.50 S) 67 PURE LIVE SEED (EROSION CONTROL)(TYPE 3) KG 130.0000 237,900.00 157.500 20,475.00 S) 68 PURE LIVE SEED (EROSION CONTROL)(TYPE 4) KG 100.0000 1,800.00 0.000 0.00 S) 69 PURE LIVE SEED (EROSION CONTROL)(TYPE 5) KG 230.0000 21,390.00 0.000 0.00 S) 70 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 840.00 90.580 90.58 S) 71 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 11,790.00 625.000 937.50 S) 72 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.744 52,080.00 S) 73 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 74 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 126,000.00 408.200 142,870.00 75 WATER METER EA 40,000.0000 40,000.00 1.000 40,000.00 S) 76 200 MM CORRUGATED HIGH DENSITY M 175.0000 112,000.00 660.000 115,500.00 S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 4 AGGREGATE SUBBASE M3 17.0000 1,227,400.00 64,014.350 1,088,243.95 78 CLASS 2 AGGREGATE BASE M3 39.0000 2,624,700.00 1,000.000 39,000.00 53,939.050 2,103,622.95 79 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 0.000 0.00 S) 80 ASPHALT CONCRETE (TYPE A) TONN 70.0000 4,249,000.00 11,733.000 821,310.00 35,502.100 2,485,147.00 81 ASPHALT CONCRETE BASE (TYPE A) TONN 65.0000 2,125,500.00 35,520.810 2,308,852.65 82 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,860.00 890.000 5,340.00 83 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 40,500.00 322.190 8,054.75 2,020.870 50,521.75 AREA) 84 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 42,000.00 6.730 2,355.50 44.130 15,445.50 85 CONCRETE PAVEMENT M3 197.0000 4,925,000.00 26,397.090 5,200,226.73 86 SEAL PAVEMENT JOINT M 3.0000 233,100.00 54,650.400 163,951.20 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.892 356,800.00 S) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 630,000.00 1,800.000 630,000.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 3,853,850.00 219.000 132,495.00 6,272.000 3,794,560.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 246,750.00 410.310 215,412.75 91 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 70,500.00 0.000 0.00 F) (TYPE EQ) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 558,000.00 437.000 393,300.00 F) (TYPE N) 93 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 13,500.00 1.440 2,160.00 20.930 31,395.00 94 CLASS 1 CONCRETE (BOX CULVERT) M3 440.0000 2,494,800.00 5,674.320 2,496,700.80 95 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 627,000.00 3.220 4,830.00 458.549 687,823.50 F) 96 ARCHITECTURAL TEXTURE (STAMPED CONCETE) M2 95.0000 118,750.00 1,250.000 118,750.00 F) 97 FRACTURED RIB TEXTURE M2 100.0000 78,000.00 689.000 68,900.00 98 JOINT SEAL (TYPE A) M 65.0000 2,795.00 0.000 0.00 S) 99 JOINT SEAL (TYPE AL) M 80.0000 6,240.00 0.000 0.00 S) 00 JOINT SEAL (MR 30 MM) M 85.0000 8,500.00 0.000 0.00 S) 01 JOINT SEAL (MR 40 MM) M 180.0000 36,540.00 52.500 9,450.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,385,500.00 19,221.000 32,675.70 797,055.000 1,354,993.50 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 56,100.00 14,314.000 47,236.20 S) PROGRAM CAS145 PAGE 5 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6000 1,315,680.00 766,118.000 1,225,788.80 S) 05 HEADED BAR REINFORCEMENT EA 15.0000 1,080.00 72.000 1,080.00 SF) 06 WELDED WIRE FABRIC M2 12.0000 4,680.00 0.000 0.00 S) (150 MM X 150 MM,W1.4 X W1.4) 07 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.5000 184,000.00 10,119.000 116,368.50 12,007.000 138,080.50 08 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 32,000.00 1,350.000 2,700.00 S) 09 FURNISH SIGN STRUCTURE (TRUSS) KG 9.2500 1,609,500.00 122,637.000 1,134,392.25 134,574.000 1,244,809.50 10 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 174,000.00 9,378.000 9,378.00 S) 11 FURNISH LAMINATED PANEL SIGN M2 185.0000 111,000.00 269.500 49,857.50 269.500 49,857.50 (25.4 MM-TYPE A) 12 FURNISH LAMINATED PANEL SIGN M2 190.0000 19,000.00 0.000 0.00 (25.4 MM-TYPE B) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 30,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 16,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 13,500.00 0.000 0.00 (1.6 MM-FRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 14,500.00 0.000 0.00 (2.0 MM-FRAMED) 17 920 MM CAST-IN-DRILLED-HOLE M 2,150.0000 92,450.00 21.200 45,580.00 S) CONCRETE PILE (SIGN FOUNDATION) 18 1524 MM CAST-IN-DRILLED-HOLE M 3,600.0000 468,000.00 101.600 365,760.00 S) CONCRETE PILE (SIGN FOUNDATION) 19 METAL (BARRIER MOUNTED SIGN) KG 26.0000 5,200.00 0.000 0.00 20 INSTALL SIGN PANEL ON BARRICADE EA 50.0000 900.00 0.000 0.00 21 HABITAT RESTORATION SIGN EA 50.0000 350.00 0.000 0.00 22 ROADSIDE SIGN - ONE POST EA 385.0000 69,300.00 0.000 0.00 23 ROADSIDE SIGN - TWO POST EA 1,100.0000 22,000.00 0.000 0.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 4,050.00 0.000 0.00 METHOD) 25 PREPARE AND PAINT CONCRETE M2 25.0000 14,000.00 0.000 0.00 S) 26 450 MM ALTERNATIVE PIPE CULVERT M 155.0000 26,350.00 128.000 19,840.00 27 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 800,250.00 4,766.000 786,390.00 28 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 36,000.00 419.000 62,850.00 29 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 93,100.00 449.000 85,310.00 30 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 249.000 62,250.00 PROGRAM CAS145 PAGE 6 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1200 MM ALTERNATIVE PIPE CULVERT M 315.0000 9,135.00 0.000 0.00 32 450 MM REINFORCED CONCRETE PIPE M 150.0000 57,000.00 285.000 42,750.00 33 600 MM REINFORCED CONCRETE PIPE M 235.0000 249,100.00 2.000 470.00 890.000 209,150.00 34 750 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 0.000 0.00 35 750 MM REINFORCED CONCRETE PIPE M 475.0000 66,500.00 0.000 0.00 (SEWER PIPE ENCASEMENT) 36 900 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 50.000 15,000.00 37 1200 MM REINFORCED CONCRETE PIPE M 440.0000 96,800.00 247.000 108,680.00 38 1500 MM REINFORCED CONCRETE PIPE M 1,000.0000 96,000.00 62.000 62,000.00 39 1680 MM REINFORCED CONCRETE PIPE M 735.0000 24,255.00 15.000 11,025.00 40 450 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 3,000.00 0.000 0.00 41 GRATED LINE DRAIN M 700.0000 35,000.00 0.000 0.00 42 900 MM CORRUGATED STEEL PIPE RISER M 3,500.0000 10,500.00 0.000 0.00 (2.77 MM THICK) 43 1850 MM WELDED STEEL PIPE CASING M 5,500.0000 1,375,000.00 0.000 0.00 (10 MM) 44 1500 MM WELDED STEEL CASING M 3,800.0000 760,000.00 0.000 0.00 45 750 MM WELDED STEEL PIPE (9.53 MM) M 2,000.0000 440,000.00 0.000 0.00 46 450 MM CEMENT MORTAR LINED AND COATED M 545.0000 485,050.00 7.000 3,815.00 427.000 232,715.00 WATER MAIN 47 300 MM CEMENT MORTAR LINED AND COATED M 485.0000 174,600.00 39.300 19,060.50 331.500 160,777.50 WATER MAIN 48 510 MM CEMENT MORTAR LINED AND COATED M 590.0000 1,056,100.00 150.800 88,972.00 1,164.600 687,114.00 WATER MAIN 49 50 MM TYPE K COPPER PIPE M 225.0000 47,250.00 123.400 27,765.00 50 300 MM CEMENT MORTAR LINED AND COATED M 750.0000 75,000.00 32.900 24,675.00 90.140 67,605.00 RECLAIMED WATER MAIN 51 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 52 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 7,000.00 1.000 1,000.00 53 750 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 54 600 MM ALTERNATIVE FLARED END SECTION EA 950.0000 8,550.00 5.000 4,750.00 55 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 4.000 4,800.00 56 1050 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 57 100 MM GATE VALVE EA 500.0000 2,000.00 3.600 1,800.00 3.600 1,800.00 PROGRAM CAS145 PAGE 7 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 150 MM GATE VALVE EA 500.0000 1,000.00 0.000 0.00 59 300 MM GATE VALVE EA 1,800.0000 1,800.00 1.000 1,800.00 60 100 MM BLOW OFF ASSEMBLY EA 4,800.0000 28,800.00 3.600 17,280.00 4.600 22,080.00 61 150 MM BLOW OFF ASSEMBLY EA 5,500.0000 44,000.00 2.800 15,400.00 62 50 MM BLOW OFF ASSEMBLY EA 4,500.0000 9,000.00 0.000 0.00 63 400 MM BUTTERFLY VALVE, CLASS 250 EA 3,500.0000 7,000.00 0.000 0.00 64 450 MM BUTTERFLY VALVE, CLASS 250 EA 4,500.0000 27,000.00 2.000 9,000.00 65 500 MM BUTTERFLY VALVE, CLASS 250 EA 5,000.0000 15,000.00 0.000 0.00 66 600 MM BUTTERFLY VALUE, CLASS 250 EA 7,000.0000 14,000.00 0.000 0.00 67 100 MM COMBINATION AIR RELEASE AND EA 6,500.0000 39,000.00 4.000 26,000.00 AIR VACCUM VALUE 68 50 MM COMBINATION AIR RELEASE AND EA 6,500.0000 32,500.00 1.000 6,500.00 AIR VACCUM VALUE 69 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 23,800.00 0.600 510.00 10.450 8,882.50 70 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 4,000.00 4.650 3,720.00 (MODIFIED) 71 900 MM OPEN CONCRETE PIPE RISER M 900.0000 3,600.00 0.000 0.00 (MODIFIED) 72 CATHODIC PROTECTION TEST STATION EA 3,500.0000 87,500.00 5.000 17,500.00 18.000 63,000.00 S) 73 100 MM POLYVINYL CHLORIDE PIPE M 140.0000 1,400.00 0.000 0.00 S) 74 300 MM FLEXIBLE EXPANSION JOINT EA 7,500.0000 45,000.00 6.000 45,000.00 S) W/MECHANICAL JOINT ENDS 75 380 MM POLYVINYL CHLORIDE SEWER PIPE M 350.0000 161,000.00 68.400 23,940.00 S) 76 SEWER MANHOLE FRAME AND COVER EA 1,500.0000 10,500.00 0.000 0.00 S) 77 SEWER MANHOLE B EA 8,000.0000 56,000.00 2.900 23,200.00 S) 78 CLASS 4 CONCRETE (BACKFILL) M3 245.0000 68,600.00 134.440 32,937.80 79 ROCK SLOPE PROTECTION M3 75.0000 19,500.00 811.960 60,897.00 (1/4 TON, METHOD B) 80 ROCK SLOPE PROTECTION M3 150.0000 22,500.00 29.872 4,480.80 (FACING, METHOD B) 81 ROCK SLOPE PROTECTION M3 120.0000 3,600.00 39.630 4,755.60 (BACKING NO. 1, METHOD B) 82 CONCRETE (APRON AND DITCH LINING) M3 500.0000 395,000.00 92.300 46,150.00 252.600 126,300.00 83 SLOPE PAVING (STAMPED CONCRETE) M2 210.0000 86,100.00 0.000 0.00 F) 84 ROCK SLOPE PROTECTION FABRIC M2 6.0000 53,100.00 1,811.153 10,866.92 PROGRAM CAS145 PAGE 8 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (MISCELLANEOUS M3 415.0000 527,050.00 48.080 19,953.20 618.874 256,832.71 CONSTRUCTION) 86 MINOR CONCRETE (TEXTURED PAVING) M2 8.0000 38,640.00 0.000 0.00 87 MINOR CONCRETE (GORE PAVING) M3 625.0000 200,000.00 0.000 0.00 88 MINOR CONCRETE (RAISED MEDIAN) M3 750.0000 210,000.00 0.000 0.00 89 MISCELLANEOUS IRON AND STEEL KG 3.5000 83,650.00 440.000 1,540.00 3,426.000 11,991.00 S) 90 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 9,555.00 0.000 0.00 SF) 91 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 24,600.00 1,232.000 24,640.00 SF) 92 WILDLIFE FENCE M 140.0000 196,000.00 0.000 0.00 S) 93 CHAIN LINK FENCE M 67.0000 625,780.00 2,157.200 144,532.40 S) (TYPE CL-1.8, 25 MM X 25 MM MESH) 94 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 5,100.00 0.000 0.00 S) 95 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 4,500.00 0.000 0.00 S) 96 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 3,200.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 0.000 0.00 98 MILEPOST MARKER EA 75.0000 750.00 0.000 0.00 99 GUARD RAILING DELINEATOR EA 20.0000 5,200.00 0.000 0.00 00 OBJECT MARKER EA 75.0000 750.00 0.000 0.00 01 METAL BEAM GUARD RAILING M 85.0000 30,600.00 0.000 0.00 S) 02 CHAIN LINK RAILING (TYPE 7) M 245.0000 36,505.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE K) M 95.0000 19,000.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 59,600.00 131.000 52,400.00 131.000 52,400.00 F) 05 SINGLE THRIE BEAM BARRIER (WOOD POST) M 105.0000 106,050.00 0.000 0.00 S) 06 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 122.0000 335,500.00 0.000 0.00 S) 07 CABLE RAILING M 65.0000 13,585.00 247.900 16,113.50 F) 08 TRANSITION RAILING (TYPE STB) EA 4,000.0000 8,000.00 0.000 0.00 S) 09 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 0.000 0.00 S) 10 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 8,200.00 0.000 0.00 S) 11 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 3,600.00 0.000 0.00 S) 13 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 0.000 0.00 S) 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 42,500.00 0.000 0.00 S) 15 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 0.000 0.00 S) 16 CRASH CUSHION (REACT 9CBB) EA 52,000.0000 156,000.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 60) M 180.0000 257,400.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60C) M 400.0000 20,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 225.0000 15,750.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 736A) M 300.0000 39,000.00 42.400 12,720.00 21 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 117,250.00 3.600 900.00 364.000 91,000.00 F) 22 CONCRETE BARRIER (TYPE 736B) M 435.0000 21,750.00 25.800 11,223.00 23 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 24,000.00 4.920 196.80 82.440 3,297.60 S) 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,500.00 132.000 396.00 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 720.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 28 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 45,000.00 373.000 279.75 11,493.000 8,619.75 S) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,600.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,500.00 113.000 395.50 934.000 3,269.00 S) 31 SIGNAL AND LIGHTING (LOCATION 1) LS 180,000.0000 180,000.00 0.016 2,880.00 0.112 20,160.00 S) 32 SIGNAL AND LIGHTING (LOCATION 2) LS 170,000.0000 170,000.00 0.016 2,720.00 0.064 10,880.00 S) 33 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.000 0.00 S) 34 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 0.160 28,000.00 S) 35 SIGNAL AND LIGHTING (LOCATION 5) LS 210,000.0000 210,000.00 0.266 55,860.00 0.543 114,030.00 S) 36 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.980 156,800.00 S) (CITY STREET LOCATION 1) 37 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 S) (CITY STREET LOCATION 2) 38 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 10 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.013 2,600.00 0.303 60,600.00 S) 40 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 0.006 3,390.00 0.100 56,500.00 S) 41 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 8,100.00 77.000 3,465.00 240.000 10,800.00 SF) 42 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.041 1,025.00 0.171 4,275.00 SF) 43 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.330 8,250.00 S) 44 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.143 4,290.00 0.323 9,690.00 S) 45 FIBER OPTIC COMMUNICATION SYSTEM LS 1100,000.0000 1,100,000.00 0.007 7,700.00 0.413 454,300.00 S) 46 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 0.027 2,160.00 0.137 10,960.00 S) 47 RAMP METERING SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 0.017 1,054.00 0.087 5,394.00 S) 48 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 0.013 780.00 0.203 12,180.00 S) 49 REMOVE EXISTING SIGNAL SYSTEM LS 5,000.0000 5,000.00 0.830 4,150.00 S) 50 150 MM FIRE HYDRANT ASSEMBLY EA 8,000.0000 40,000.00 4.000 32,000.00 PROGRAM CAS145 PAGE 11 DATE 05/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 02:11 PM ESTIMATE NO. 27 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 05/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,848,218.49 41,734,674.36 ADJUSTMENT OF COMPENSATION 98,628.46 817,672.70 EXTRA WORK 176,441.78 2,427,968.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,123,288.73 44,980,315.88 51 MOBILIZATION LS 5800,000.0000 5,800,000.00 1.000 5,800,000.00 ORIGINAL CONTRACT AMOUNT 61,864,667.00 TOTAL WORK COMPLETED 3,123,288.73 50,780,315.88 MATERIALS ON HAND ON SITE 856,654.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -50,269.03 TOTAL 3,123,288.73 51,586,700.99 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 02/27/08 905 04/22/08 04/21/08 01/20/11 489 23 4 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 05/24/10