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 08/24/09 EST. NO.16 TIME 01:52 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- 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 0146 227.42 E.W. @ F.A.(+) 062409 N 0398.0 0150 283.69 062409 N 0446.0 0151 124.48 071409 N 0454.0 003 0009 2,476.33 A.C. @ U.P.(+) 071009 N 0458.0 004 0004 1,800.00 A.C. @ U.P.(+) 073009 N 0457.0 008 0001 1,373.85 E.W. @ F.A.(+) 063009 N 0443.0 015 0001 3,351.72 A.C. @ L.S.(+) 061109 N 0368.0 017 0064 341.20 E.W. @ F.A.(+) 040609 N 0402.0 0069 285.84 060809 N 0409.0 0071 183.27 042709 N 0406.0 0072 144.40 050809 N 0407.0 0073 194.30 061109 N 0411.0 0074 633.43 061509 N 0412.0 0075 142.38 061609 N 0413.0 0076 142.38 061709 N 0414.0 0077 142.38 061809 N 0415.0 0078 142.38 062209 N 0416.0 0079 678.86 062409 N 0417.0 0080 185.51 062909 N 0418.0 0081 613.27 070109 N 0419.0 0082 144.22 070609 N 0448.0 0083 270.94 070809 N 0450.0 0084 145.29 071309 N 0451.0 0085 145.29 071409 N 0452.0 0086 149.58 071509 N 0455.0 0087 295.89 073009 N 0456.0 023 0007 2,645.64 E.W. @ F.A.(+) 042809 N 0425.0 0008 1,513.24 043009 N 0347.0 029 0004 376.50 E.W. @ F.A.(+) 041509 N 0372.0 0006 1,641.34 A.C. @ L.S.(+) 061409 N 0388.0 0008 963.24 E.W. @ F.A.(+) 042109 N 0426.0 035 0012 455.05 E.W. @ F.A.(+) 011309 N 0440.0 038 0007 6,609.75 E.W. @ U.P (+) 061409 N 0390.0 039 0011 1,167.76 E.W. @ F.A.(+) 070609 N 0432.0 0012 860.31 070709 N 0433.0 0013 183.71 070809 N 0449.0 049 0008 2,048.47 E.W. @ F.A.(+) 021909 N 0264.0 050 0013 3,831.04 E.W. @ F.A.(+) 032409 N 0382.0 0023 7,341.63 022709 N 0383.0 051 0001 7,388.61 A.C. @ L.S.(+) 071509 N 0442.0 057 0001 1,274.41 A.C. @ L.S.(+) 120408 N 0392.0 061 0002 1,344.38 E.W. @ F.A.(+) 051209 N 0376.0 062 0002 77,588.06 A.C. @ U.P.(+) 071509 N 0444.0 064 0001 3,057.71 E.W. @ L.S.(+) 071309 N 0438.0 068 0001 2,427.93 E.W. @ F.A.(+) 061909 N 0395.0 0003 1,031.00 062409 N 0396.0 138,368.08 TOTAL THIS ESTIMATE 1,038,735.22 TOTAL PREVIOUS ESTIMATE 1,177,103.30 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 08/24/09 EST. NO.16 TIME 01:52 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED TESTS -1,500.00 03 FAILED TESTS 01 -3,346.47 04 NO CERTS ITEM 19-21 -3,155.00 04 FAILED TESTS 001 578.28 05 NO CERTS ITEM 19-21 3,155.00 05 FAILED CLASS 4 -01 -4,377.00 07 FAILED TEST 02 -858.85 07 CLASS 2 -180,381.41 08 CLASS 4 -328,653.90 08 FAILED TEST 03 -4,289.46 08 PERMEABLE MATL -429,522.00 08 CLASS 2 180,381.41 09 CLASS 4 328,653.90 09 FAILED TESTS 03 -705.32 09 FAILED TESTS 02 -143.15 09 PERMEABLE MATL 429,522.00 09 FAILED TEST 04 -3,242.33 10 FAILED TEST 05 -839.46 11 MISSING MTR ST PILES -10,000.00 11 FAILED TEST 06 -2,530.96 12 MISSING MTR ST PILES 10,000.00 12 TENSILE STRENGTH TST -10,000.00 12 TENSILE STRENGHT TST 10,000.00 14 FAILED CLASS 4, 01 364.75 15 FAILED CLASS 2, 01 -1,231.20 15 FAILED TEST 07 -1,121.65 15 FAILED TEST 08 -816.88 16 -816.88 -24,059.70 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 02 O/S PRS AUG -10,000.00 04 PRS RECD JUNE 10,000.00 04 O/S PRS SEPT -10,000.00 05 O/S PRS OCT -10,000.00 06 O/S PRS NOV -10,000.00 07 O/S PRS DEC -10,000.00 08 O/S PRS JAN -10,000.00 10 PRS RECD AUG 10,000.00 10 PRS RECD SEPT 08 10,000.00 11 O/S PRS MARCH -10,000.00 12 PRS RECD JAN 10,000.00 12 PRS RECD DEC 10,000.00 12 PRS RECD OCT 10,000.00 12 O/S PRS APRIL -10,000.00 13 O/S PRS MAY 09 -10,000.00 14 PRS RECD MAR 10,000.00 14 PRTL PRS RECD APR 7,000.00 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 08/24/09 EST. NO.16 TIME 01:52 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL PRS RECD NOV 5,000.00 14 O/S PRS JUNE -10,000.00 15 PRS RECD MAY 10,000.00 15 PRS RECD APRIL 3,000.00 15 PRS RECD NOV 5,000.00 16 5,000.00 -10,000.00 TOTAL DEDUCTIONS 4,183.12 -34,059.70 PROGRAM CAS145 PAGE 1 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 LOCATION PROGRESS ESTIMATE 11-IMP-78-R12.1/R15.2 ----------------- SKANSKA IN IMPERIAL COUNTY IN AND NEAR 861 MAIN STREET BRAWLEY ON ROUTE 78 AND ON OLD BRAWLEY,CA 92227 ROUTE 111 FED. AID NO. HPLU-6211(67)E CONSTRUCT FOUR-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.026 390.00 0.538 8,070.00 02 TIME-RELATED OVERHEAD WDAY 3,600.0000 2,340,000.00 23.000 82,800.00 293.000 1,054,800.00 03 TEMPORARY FENCE (TYPE ESA) M 18.0000 21,060.00 1,225.820 22,064.76 04 PREPARE CODE OF SAFE WORKING PRACTICES LS 50,000.0000 50,000.00 0.750 37,500.00 05 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 0.036 6,480.00 0.451 81,180.00 06 PREPARE STORM WATER POLLUTION LS 6,700.0000 6,700.00 0.014 93.80 0.680 4,556.00 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL M2 0.2500 78,250.00 106,886.200 26,721.55 137,139.200 34,284.80 08 TEMPORARY FIBER ROLL M 15.0000 99,300.00 1,656.000 24,840.00 5,146.900 77,203.50 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 21,000.00 4.000 12,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 99,000.00 14.000 126,000.00 11 MOVE-IN/MOVE-OUT EA 900.0000 5,400.00 1.000 900.00 2.000 1,800.00 (TEMPORARY EROSION CONTROL) 12 STREET SWEEPING LS 100,000.0000 100,000.00 0.036 3,600.00 0.451 45,100.00 13 CONSTRUCTION AREA SIGNS LS 20,500.0000 20,500.00 0.014 287.00 0.580 11,890.00 S) 14 TRAFFIC CONTROL SYSTEM LS 107,000.0000 107,000.00 0.036 3,852.00 0.451 48,257.00 S) 15 TYPE III BARRICADE EA 265.0000 16,430.00 34.000 9,010.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 6,650.00 0.000 0.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 1,290.00 0.000 0.00 S) (LEFT IN PLACE) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 56,000.00 0.141 1,974.00 1.803 25,242.00 S) 19 TEMPORARY RAILING (TYPE K) M 45.0000 34,200.00 1,075.220 48,384.90 S) 20 TRAFFIC PLASTIC DRUM EA 103.0000 16,480.00 160.000 16,480.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 455.0000 12,740.00 28.000 12,740.00 S) 22 CUT AND CAP TILE DRAIN EA 255.0000 23,460.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON MANHOLE EA 1,350.0000 9,450.00 6.000 8,100.00 24 REMOVE FENCE M 13.0000 15,730.00 1,318.900 17,145.70 25 REMOVE BARRICADE EA 15.0000 300.00 0.000 0.00 26 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 31.0000 6,200.00 327.080 10,139.48 S) MARKING 27 REMOVE CHANNELIZERS EA 22.0000 616.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 120.0000 1,200.00 0.000 0.00 29 ADJUST MANHOLE COVER TO GRADE EA 1,350.0000 2,700.00 0.000 0.00 30 MODIFY MANHOLE EA 3,900.0000 7,800.00 4.000 15,600.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 10,960.00 0.000 0.00 S) 32 REMOVE CONCRETE BARRIER (TYPE K) M 28.0000 3,920.00 134.200 3,757.60 33 CLEARING AND GRUBBING LS 140,000.0000 140,000.00 1.000 140,000.00 34 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.017 255.00 0.725 10,875.00 35 ROADWAY EXCAVATION M3 5.0000 3,605,000.00 1,456.600 7,283.00 645,174.765 3,225,873.83 36 ROADWAY EXCAVATION (INFECTIOUS SUBSTANCE M3 220.0000 976,800.00 0.000 0.00 AND ORGANIC MATERIAL) 37 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 116,500.00 4,000.000 100,000.00 F) 39 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 62.0000 4,030.00 0.000 0.00 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 208,000.00 49.000 3,920.00 1,633.000 130,640.00 F) 41 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 93.0000 1,860.00 0.000 0.00 F) 42 LEAN CONCRETE BACKFILL M3 222.0000 3,330.00 0.000 0.00 F) 43 IMPORTED BORROW M3 16.0000 9,088,000.00 527,439.050 8,439,024.80 44 EROSION CONTROL (TYPE D) M2 0.8500 96,900.00 0.000 0.00 S) 45 NPS 3 SUPPLY LINE (BRIDGE) M 315.0000 307,125.00 111.210 35,031.15 358.610 112,962.15 46 100 MM PLASTIC PIPE (PR 200) M 200.0000 5,400.00 30.500 6,100.00 SF)(SUPPLY LINE) 47 300 MM PVC (C900) M 245.0000 254,800.00 0.000 0.00 SF) 48 WATER METER EA 4,900.0000 4,900.00 1.000 4,900.00 S) 49 300 MM GATE VALVE EA 4,200.0000 42,000.00 2.250 9,450.00 S) PROGRAM CAS145 PAGE 3 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 100 MM GATE VALVE EA 1,300.0000 1,300.00 0.750 975.00 S) 51 200 MM CORRUGATED HIGH DENSITY M 100.0000 62,000.00 213.760 21,376.00 S) POLYETHYLENE PIPE CONDUIT 52 FINISHING ROADWAY LS 15,500.0000 15,500.00 0.000 0.00 53 CLASS 4 AGGREGATE SUBBASE M3 40.0000 4,400,000.00 12,188.230 487,529.20 93,009.881 3,720,395.24 54 CLASS 2 AGGREGATE BASE M3 53.0000 2,332,000.00 2,191.200 116,133.60 25,151.855 1,333,048.32 55 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,100.0000 6,600.00 0.000 0.00 56 ASPHALT CONCRETE (TYPE A) TONN 78.0000 943,800.00 3,869.140 301,792.92 57 ASPHALT CONCRETE BASE (TYPE A) TONN 71.0000 3,400,900.00 13,684.180 971,576.78 58 PLACE ASPHALT CONCRETE DIKE M 9.0000 43,470.00 0.000 0.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 28,080.00 0.000 0.00 AREA) 60 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,170.0000 7,020.00 13.010 15,221.70 61 CONCRETE PAVEMENT M3 210.0000 6,405,000.00 0.000 0.00 62 SHOULDER RUMBLE STRIP STA 950.0000 77,900.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 63 SEAL PAVEMENT JOINT M 3.7500 167,625.00 0.000 0.00 64 DRILLED HOLE (600 MM) M 355.0000 63,900.00 0.000 0.00 S) 65 STEEL SOLDIER PILE (W250 X 131) M 245.0000 44,100.00 0.000 0.00 S) 66 FURNISH STEEL PIPE PILING (406 MM) M 355.0000 793,425.00 2,236.200 793,851.00 67 DRIVE STEEL PIPE PILE (406 MM) EA 1,600.0000 192,000.00 120.000 192,000.00 S) 68 FURNISH PILING (CLASS 625) M 105.0000 969,150.00 9,202.733 966,286.97 69 DRIVE PILE (CLASS 625) EA 1,600.0000 888,000.00 555.000 888,000.00 S) 70 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 610.0000 749,080.00 0.000 0.00 PILING (610 MM) 71 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,900.0000 330,400.00 0.000 0.00 S) PILE (610 MM) 72 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,200.0000 787,200.00 0.000 0.00 PILING (1219 MM) 73 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 41,000.0000 656,000.00 0.000 0.00 S) PILE (1219 MM) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.147 58,800.00 0.374 149,600.00 S) 75 STRUCTURAL CONCRETE M3 1,200.0000 42,000.00 0.000 0.00 F) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 345.0000 536,475.00 1,355.000 467,475.00 F) PROGRAM CAS145 PAGE 4 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 880.0000 5,755,200.00 440.700 387,816.00 2,889.500 2,542,760.00 F) 78 STRUCTURAL CONCRETE, APPROACH SLAB M3 875.0000 542,500.00 10.000 8,750.00 F) (TYPE N) 79 CLASS 1 CONCRETE (BACKFILL) M3 450.0000 18,000.00 0.000 0.00 F) 80 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 235,000.00 38.740 96,850.00 F) 81 ARCHITECTURAL TREATMENT M2 650.0000 52,000.00 0.000 0.00 F) 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 672,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,000.0000 408,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 84 ERECT PRECAST PRESTRESSED CONCRETE EA 8,200.0000 295,200.00 0.000 0.00 S) GIRDER 85 PREMANUFACTURED BAT HOUSE EA 850.0000 5,100.00 0.000 0.00 S) 86 JOINT SEAL (MR 40 MM) M 310.0000 54,870.00 0.000 0.00 S) 87 JOINT SEAL (MR 50 MM) M 355.0000 17,040.00 0.000 0.00 S) 88 BAR REINFORCING STEEL KG 3.0000 9,000.00 0.000 0.00 SF) 89 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 2,794,900.00 70,308.000 133,585.20 597,534.000 1,135,314.60 SF) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,020.00 0.800 104.00 3.600 468.00 (1.6 MM-UNFRAMED) 91 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,650.00 0.700 105.00 3.700 555.00 (2.0 MM-UNFRAMED) 92 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,850.00 -3.000 -525.00 0.000 0.00 (1.6 MM-FRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 8,170.00 0.000 0.00 (2.0 MM-FRAMED) 94 INSTALL SIGN PANEL ON BARRICADE EA 57.0000 456.00 -1.000 -57.00 1.000 57.00 95 ROADSIDE SIGN - ONE POST EA 440.0000 25,960.00 -1.000 -440.00 5.000 2,200.00 96 ROADSIDE SIGN - TWO POST EA 1,250.0000 11,250.00 0.000 0.00 97 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 115.00 0.000 0.00 METHOD) 98 INSTALL ROADSIDE SIGN PANEL ON EA 115.0000 690.00 0.000 0.00 EXISTING POST 99 TIMBER LAGGING M3 4,000.0000 28,000.00 0.000 0.00 SF) 00 CLEAN AND PAINT STEEL SOLDIER PILE LS 15,000.0000 15,000.00 0.000 0.00 S) 01 PREPARE AND STAIN CONCRETE M2 280.0000 2,240.00 0.000 0.00 S) 02 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 27,900.00 93.000 27,900.00 03 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 207,500.00 113.000 28,250.00 513.000 128,250.00 PROGRAM CAS145 PAGE 5 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM ALTERNATIVE PIPE CULVERT M 262.0000 251,520.00 52.000 13,624.00 783.200 205,198.40 05 900 MM ALTERNATIVE PIPE CULVERT M 260.0000 218,400.00 847.000 220,220.00 06 1050 MM ALTERNATIVE PIPE CULVERT M 295.0000 79,650.00 267.000 78,765.00 07 450 MM REINFORCED CONCRETE PIPE M 230.0000 1,150.00 4.500 1,035.00 08 PREFABRICATED VERTICAL DRAIN M 3.0000 390,300.00 138,900.000 416,700.00 09 PERMEABLE MATERIAL (BLANKET) M3 93.0000 2,399,400.00 25,800.000 2,399,400.00 F) 10 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 460.0000 103,500.00 25.000 11,500.00 50.000 23,000.00 11 600 MM ALTERNATIVE FLARED END SECTION EA 1,070.0000 11,770.00 9.000 9,630.00 12 900 MM PRECAST CONCRETE PIPE RISER M 1,350.0000 36,450.00 14.695 19,838.25 13 200 MM POLYVINYL CHLORIDE SEWER PIPE M 192.0000 23,040.00 296.700 56,966.40 S) 14 450 MM SEWER PIPE M 225.0000 306,000.00 1,341.920 301,932.00 S) 15 525 MM SEWER PIPE M 396.0000 170,280.00 0.000 0.00 S) 16 SEWER MANHOLE CAST-IN PLACE 1500 MM X EA 6,450.0000 38,700.00 14.500 93,525.00 S) 900 MM (INCLUDES FRAME AND COVER) 17 900 MM SEWER MANHOLE EA 5,200.0000 72,800.00 0.000 0.00 S) 18 ROCK SLOPE PROTECTION M3 124.0000 89,280.00 569.000 70,556.00 576.000 71,424.00 (BACKING NO. 2, METHOD B) 19 ROCK SLOPE PROTECTION (1T, METHOD B) M3 159.0000 278,250.00 1,607.000 255,513.00 1,607.000 255,513.00 20 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 164,500.00 1,710.000 160,740.00 1,710.000 160,740.00 21 SLOPE PAVING (STAMPED CONCRETE) M2 92.0000 183,080.00 0.000 0.00 F) 22 SLOPE PAVING (CONCRETE) M3 515.0000 172,525.00 0.000 0.00 F) 23 ROCK SLOPE PROTECTION FABRIC M2 20.0000 79,400.00 1,559.000 31,180.00 1,598.200 31,964.00 24 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 14,000.00 0.000 0.00 CONSTRUCTION) 25 MINOR CONCRETE (GUTTER) M 88.0000 3,960.00 0.000 0.00 F) 26 MISCELLANEOUS IRON AND STEEL KG 3.0000 48,099.00 1,228.000 3,684.00 SF) 27 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 25,400.00 0.000 0.00 SF) 28 FENCE (TYPE BW, 4-STRAND, METAL POST) M 15.0000 114,600.00 783.840 11,757.60 S) 29 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 168,750.00 70.000 3,150.00 S) 30 CHAIN LINK FENCE (TYPE CL-2.4)(MOD) M 88.0000 96,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 2.4 M WIRE MESH GATE EA 1,510.0000 13,590.00 0.000 0.00 S) 32 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 15,600.00 0.000 0.00 S) 33 DELINEATOR (CLASS 1) EA 50.0000 4,400.00 0.000 0.00 34 KILOMETER POST MARKER EA 85.0000 680.00 0.000 0.00 35 GUARD RAILING DELINEATOR EA 19.0000 9,120.00 0.000 0.00 36 METAL BEAM GUARD RAILING M 75.0000 265,500.00 0.000 0.00 S) 37 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 225.0000 92,250.00 0.000 0.00 SF) 38 CONCRETE BARRIER (TYPE K) M 110.0000 19,800.00 0.000 0.00 S) 39 CABLE RAILING M 120.0000 7,800.00 0.000 0.00 SF) 40 TRANSITION RAILING (TYPE WB) EA 3,800.0000 60,800.00 0.000 0.00 S) 41 END CAP (TYPE A) EA 600.0000 6,000.00 0.000 0.00 S) 42 RAIL TENSIONING ASSEMBLY EA 555.0000 5,550.00 0.000 0.00 S) 43 END ANCHOR ASSEMBLY (TYPE SFT) EA 690.0000 4,830.00 0.000 0.00 S) 44 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 15,600.00 0.000 0.00 S) 45 CRASH CUSHION (QUADGUARD ELITE) EA 66,000.0000 66,000.00 0.000 0.00 S) 46 CRASH CUSHION (TYPE CAT) EA 5,200.0000 52,000.00 0.000 0.00 S) 47 CRASH CUSHION (TYPE CAT) BACKUP EA 350.0000 3,500.00 0.000 0.00 S) 48 CRASH CUSHION (REACT 9CBB) EA 62,000.0000 124,000.00 0.000 0.00 S) 49 CONCRETE BARRIER (TYPE 60C) M 590.0000 241,900.00 0.000 0.00 50 CONCRETE BARRIER (TYPE 732) M 224.0000 412,832.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 732B) M 512.0000 19,456.00 0.000 0.00 52 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,490.00 0.000 0.00 S) 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,720.00 0.000 0.00 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 55 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 19,100.00 5,284.500 2,642.25 S) 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 3,175.00 0.000 0.00 S) 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4500 5,831.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 0.980 196,000.00 S) 59 SIGNAL AND LIGHTING (LOCATION 2) LS 195,000.0000 195,000.00 0.980 191,100.00 S) 60 LIGHTING LS 188,000.0000 188,000.00 0.090 16,920.00 0.210 39,480.00 S) 61 FLASHING BEACON LS 45,000.0000 45,000.00 0.610 27,450.00 S) 62 LIGHTING CONDUIT (BRIDGE) M 50.0000 52,000.00 0.200 10.00 37.200 1,860.00 S) 63 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 48,750.00 126.000 6,300.00 SF) 64 TRAFFIC MONITORING STATION (LOCATION 1) LS 55,000.0000 55,000.00 0.420 23,100.00 0.420 23,100.00 S) 65 TRAFFIC MONITORING STATION (LOCATION 2) LS 28,500.0000 28,500.00 0.860 24,510.00 S) 66 FIRE HYDRANT EA 830.0000 1,660.00 1.000 830.00 67 150 MM FIRE HYDRANT ASSEMBLY EA 5,100.0000 10,200.00 0.900 4,590.00 68 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 69 IRRIGATION SYSTEM LS 265,000.0000 265,000.00 0.952 252,280.00 S) 70 HIGHWAY PLANTING LS 147,000.0000 147,000.00 1.000 147,000.00 S) 71 PLANT ESTABLISHMENT WORK LS 44,000.0000 44,000.00 0.092 4,048.00 0.248 10,912.00 S) 72 INFORMATION SIGN EA 1,700.0000 1,700.00 0.000 0.00 73 HABITAT RESTORATION SIGN EA 500.0000 3,500.00 7.000 3,500.00 74 TUBULAR STEEL GATE EA 2,500.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 01:52 PM ESTIMATE NO. 16 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,996,919.50 32,981,831.95 ADJUSTMENT OF COMPENSATION 95,520.47 489,464.62 EXTRA WORK 42,847.61 687,638.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,135,287.58 34,158,935.25 75 MOBILIZATION LS 6500,000.0000 6,500,000.00 0.050 325,000.00 1.000 6,500,000.00 ORIGINAL CONTRACT AMOUNT 68,613,955.00 TOTAL WORK COMPLETED 2,460,287.58 40,658,935.25 MATERIALS ON HAND ON SITE 2,191,797.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,183.12 -34,059.70 TOTAL 2,464,470.70 42,816,673.08 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 03/27/08 900 06/16/08 05/21/08 01/28/11 293 20 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 08/24/09