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 07/22/08 EST. NO.17 TIME 01:03 PM R.E. NAME: MURPHY, ROD 03-0A6324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0005 119.20 A.C. @ U.P.(+) 053108 Y 0247.0 015 0011 657.80 E.W. @ F.A.(+) 041108 N 0255.0 021 0030 2,322.52 E.W. @ F.A.(+) 040708 N 0254.0 024 0007 410.34 E.W. @ F.A.(+) 041408 N 0257.0 0008 356.91 041508 N 0258.0 025 0001 2,344.44 E.W. @ F.A.(+) 050208 N 0234.0 0002 1,776.66 050508 N 0235.0 0004 4,843.71 051308 N 0237.0 0005 1,457.47 051408 N 0238.0 0006 5,813.96 051508 N 0239.0 032 0001 5,409.61 E.W. @ F.A.(+) 052108 N 0233.0 0002 7,083.53 052208 N 0242.0 0003 3,244.91 052708 N 0243.0 35,841.06 TOTAL THIS ESTIMATE 771,164.26 TOTAL PREVIOUS ESTIMATE 807,005.32 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 07/22/08 EST. NO.17 TIME 01:03 PM R.E. NAME: MURPHY, ROD 03-0A6324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING CHARGE -1,020.00 03 RESTAKING 7/30&8/28 -680.00 05 RESTAKING 1,360.00 06 0.00 -340.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 04 MISSING FHWA 1391 10,000.00 06 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 6/07 -7,000.00 02 PER LTR DATED 7/07 -10,000.00 03 PER LTR DATED 8/07 -10,000.00 04 PER LTR DATED 9/07 -10,000.00 05 PER LTR DATED 10/07 -10,000.00 06 PER LTR DATED 11/07 -10,000.00 08 PER LTR DATED 12/07 -9,000.00 09 RECV'D PAYROLLS6/07 7,000.00 09 RECV'D PAYROLLS7/07 10,000.00 09 RECV'D PAYROLLS8/07 10,000.00 09 PER LTR DATED 1/08 -1,000.00 10 PER LTR DATED 02/08 -6,000.00 11 RETURN 10/07 DEDUCT 10,000.00 11 PER LTR DATED 3/08 -4,000.00 13 RETURN 12/07 DEDUCT 9,000.00 13 RETURN 2/08 DEDUCT 6,000.00 13 RETURN 9/07 DEDUCT 10,000.00 13 RTN 11/07 DEDUCT 10,000.00 14 RETURN 1/08 DEDUCT 1,000.00 15 RETURN 3/08 DEDUCT 4,000.00 15 PER LTR DATED 7/08 -10,000.00 17 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,340.00 PROGRAM CAS145 PAGE 1 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 LOCATION RERUN PROGRESS ESTIMATE 03-NEV-80-R2.5/R5.6 ----------------------- TEICHERT CONSTRUCTION IN NEVADA COUNTY NEAR TRUCKEE FROM P O BOX 276830 0.4 KM WEST OF SODA SPRINGS SACRAMENTO CA 958276830 OVERCROSSING TO THE DONNER SUMMIT SAFETY REST AREA FED. AID NO. ACIM-080 -4(180)N REHABILATE BRIDGES AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 7,500.00 02 TIME-RELATED OVERHEAD WDAY 7,500.0000 2,475,000.00 19.000 142,500.00 143.000 1,072,500.00 03 TEMPORARY FENCE (TYPE ESA) M 25.0000 152,000.00 6,100.100 152,502.50 04 600 MM TEMPORARY CULVERT M 300.0000 87,000.00 224.000 67,200.00 05 600 MM TEMPORARY FLARED END SECTION EA 900.0000 25,200.00 19.000 17,100.00 06 TEMPORARY PLUG EA 1,500.0000 1,500.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 3,800.0000 3,800.00 0.750 2,850.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 275,000.0000 275,000.00 0.100 27,500.00 0.540 148,500.00 09 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 1,500.00 961.400 5,768.40 10 TEMPORARY FIBER ROLL M 15.0000 300,000.00 16,551.200 248,268.00 11 TEMPORARY SILT FENCE M 20.0000 584,000.00 2,052.700 41,054.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 30,000.0000 180,000.00 6.000 180,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 8.000 40,000.00 14 TEMPORARY COVER M2 4.0000 73,600.00 0.000 0.00 15 TEMPORARY CHECK DAM M 20.0000 264,000.00 1,709.400 34,188.00 16 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 49,000.00 7.000 3,500.00 17 TEMPORARY HYDRAULIC MULCH M2 0.8000 160,000.00 84,314.600 67,451.68 (POLYMER STABILIZED FIBER MATRIX) 18 TEMPORARY CLEAR WATER DIVERSION SYSTEM EA 20,000.0000 40,000.00 2.000 40,000.00 4.000 80,000.00 19 STREET SWEEPING LS 575,000.0000 575,000.00 0.060 34,500.00 0.500 287,500.00 20 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.750 37,500.00 S) 21 TRAFFIC CONTROL SYSTEM LS 575,000.0000 575,000.00 0.060 34,500.00 0.534 307,050.00 S) 22 TRAFFIC CONTROL SURVEILLANCE LS 625,000.0000 625,000.00 0.080 50,000.00 0.240 150,000.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TYPE III BARRICADE EA 100.0000 24,000.00 87.000 8,700.00 S) 24 TEMPORARY PAVEMENT MARKING (PAINT) M2 11.0000 4,070.00 12.000 132.00 72.870 801.57 S) 25 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 239,000.00 2,071.900 2,071.90 78,832.274 78,832.27 S) 26 TRAFFIC PLASTIC DRUM EA 85.0000 52,700.00 305.000 25,925.00 S) 27 TEMPORARY DELINEATOR (CLASS 1) EA 60.0000 33,600.00 423.000 25,380.00 S) 28 TEMPORARY LIGHTING FACILITIES LS 400,000.0000 400,000.00 0.924 369,600.00 S) 29 PORTABLE CHANGEABLE MESSAGE SIGN LS 200,000.0000 200,000.00 0.060 12,000.00 0.544 108,800.00 S) 30 TEMPORARY RAILING (TYPE K) M 70.0000 1,323,000.00 575.000 40,250.00 11,218.370 785,285.90 S) 31 TEMPORARY CRASH CUSHION MODULE EA 400.0000 116,000.00 198.000 79,200.00 S) 32 ABANDON CULVERT EA 3,250.0000 16,250.00 2.000 6,500.00 33 OBLITERATE SURFACING M2 5.0000 14,950.00 0.000 0.00 34 REMOVE METAL BEAM GUARD RAILING M 21.0000 54,810.00 23.100 485.10 2,615.000 54,915.00 S) 35 REMOVE FLARED END SECTION EA 1,000.0000 19,000.00 11.000 11,000.00 S) 36 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 175,200.00 989.200 2,967.60 8,482.700 25,448.10 S) 37 REMOVE PAINTED PAVEMENT MARKING M2 68.0000 1,632.00 0.000 0.00 S) 38 REMOVE ROADSIDE SIGN EA 55.0000 6,050.00 15.000 825.00 39 REMOVE SIGN STRUCTURE EA 6,800.0000 27,200.00 0.000 0.00 40 REMOVE CULVERT EA 750.0000 10,500.00 5.000 3,750.00 41 REMOVE DOWNDRAIN EA 1,500.0000 4,500.00 1.000 1,500.00 42 REMOVE CONCRETE PAVEMENT M2 40.0000 1,500,000.00 28,087.870 1,123,514.80 43 RESET ROADSIDE SIGN EA 175.0000 3,150.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 190.0000 3,040.00 5.000 950.00 45 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 0.000 0.00 S) (SAFETY CABLE RETROFIT) 46 525 MM PLASTIC PIPELINER M 600.0000 57,000.00 0.000 0.00 47 800 MM PLASTIC PIPELINER M 1,500.0000 165,000.00 50.000 75,000.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 5,360.00 1,020.000 4,080.00 S) 49 REMOVE CONCRETE CURB M 25.0000 37,000.00 154.000 3,850.00 696.700 17,417.50 PROGRAM CAS145 PAGE 3 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE SIDEWALK M2 60.0000 5,400.00 45.000 2,700.00 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 13.0000 19,825.00 0.000 0.00 F) 52 REMOVE CONCRETE (MISCELLANEOUS) M2 66.0000 13,860.00 105.000 6,930.00 53 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 54 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 0.000 0.00 55 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 1.000 250,000.00 56 ROADWAY EXCAVATION M3 67.4600 5,261,880.00 1,964.300 132,511.68 65,092.440 4,391,136.00 57 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.500 5,000.00 58 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 176,000.00 580.000 92,800.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 326,000.00 3.950 790.00 1,624.320 324,864.00 F) 60 STRUCTURE BACKFILL (BRIDGE) M3 230.0000 285,200.00 365.000 83,950.00 700.000 161,000.00 F) 61 STRUCTURE BACKFILL (RETAINING WALL) M3 245.0000 391,755.00 2.940 720.30 638.040 156,319.80 F) 62 SAND BACKFILL M3 1,150.0000 41,400.00 0.000 0.00 63 DITCH EXCAVATION M3 70.0000 12,600.00 0.000 0.00 64 IMPORTED BORROW M3 28.0000 1,540,000.00 7,500.000 210,000.00 32,067.860 897,900.08 65 IMPORTED MATERIAL (SHOULDER BACKING) TONN 150.0000 27,000.00 121.900 18,285.00 66 HIGHWAY PLANTING LS 51,000.0000 51,000.00 0.000 0.00 S) 67 IMPORTED TOPSOIL M3 50.0000 106,500.00 0.000 0.00 68 BOULDER PLACEMENT LS 6,500.0000 6,500.00 0.000 0.00 69 LOG PLACEMENT EA 190.0000 4,750.00 0.000 0.00 70 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 9,600.00 2.000 1,600.00 S) 71 EROSION CONTROL (TYPE I) M3 475.0000 137,750.00 0.000 0.00 S) 72 FIBER (EROSION CONTROL TYPE PSFM) KG 1.5000 74,700.00 0.000 0.00 S) 73 COMPOST (EROSION CONTROL TYPE PSFM) M3 300.0000 21,300.00 0.000 0.00 S) 74 PURE LIVE SEED KG 214.0000 209,720.00 0.000 0.00 S) (EROSION CONTROL TYPE PSFM) 75 COMMERCIAL FERTILIZER KG 2.0000 42,800.00 0.000 0.00 S) (EROSION CONTROL TYPE PSFM) 76 STABILIZING EMULSION L 40.0000 66,400.00 0.000 0.00 S) (EROSION CONTROL TYPE PSFM) PROGRAM CAS145 PAGE 4 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK AND CONCRETE BARRIER (TYPE K) LS 15,000.0000 15,000.00 0.000 0.00 COLORATION 78 CONCRETE COLORATION GREEN GORE LS 32,000.0000 32,000.00 0.000 0.00 79 PLANT ESTABLISHMENT WORK LS 97,000.0000 97,000.00 0.000 0.00 S) 80 IRRIGATION SYSTEM LS 14,000.0000 14,000.00 0.000 0.00 S) 81 CLASS 2 AGGREGATE BASE M3 100.0000 2,340,000.00 667.720 66,772.00 15,753.730 1,575,373.00 82 LEAN CONCRETE BASE M3 192.0000 299,520.00 1,501.410 288,270.72 1,523.160 292,446.72 83 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,380,000.00 2,228.220 222,822.00 72,125.670 7,212,567.00 84 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 200.0000 3,800.00 0.000 0.00 AREA) 85 CONCRETE PAVEMENT M3 315.0000 14,994,000.00 15,993.700 5,038,015.50 16,463.300 5,185,939.50 86 CONCRETE PAVEMENT (RAMP GORE AREA) M3 414.0000 157,320.00 96.000 39,744.00 87 CONCRETE PAVEMENT M3 478.0000 454,100.00 0.000 0.00 (MAINTENANCE PULL-OUTS) 88 CONCRETE PAVEMENT M3 478.0000 157,740.00 519.070 248,115.46 (RAPID STRENGTH CONCRETE) 89 SHOULDER RUMBLE STRIP STA 500.0000 85,000.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 90 INTERMEDIATE PAVEMENT ANCHOR EA 17,655.0000 158,895.00 0.000 0.00 91 SEAL PAVEMENT JOINT M 6.0000 366,600.00 0.000 0.00 92 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 5,580.00 0.000 0.00 93 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 88,300.00 308.000 30,800.00 94 DRIVE STEEL PILE (HP 250 X 85) EA 2,400.0000 273,600.00 69.000 165,600.00 S) 95 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 945.0000 259,875.00 150.000 141,750.00 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 1,875.0000 1,125,000.00 170.000 318,750.00 310.000 581,250.00 F) 97 STRUCTURAL CONCRETE, RETAINING WALL M3 1,280.0000 1,063,680.00 27.790 35,571.20 623.070 797,529.60 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,385.0000 263,150.00 0.000 0.00 F) (TYPE N) 99 CLASS 4 CONCRETE (BACKFILL) M3 440.0000 12,760.00 2.860 1,258.40 00 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 572,800.00 129.570 103,656.00 289.760 231,808.00 F) 01 MINOR CONCRETE (INVERT PAVING) M3 2,250.0000 108,000.00 0.000 0.00 02 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 368,000.00 8.000 184,000.00 S) GIRDER (25 M - 30 M) 03 ERECT PRECAST PRESTRESSED CONCRETE EA 4,600.0000 73,600.00 8.000 36,800.00 S) GIRDER PROGRAM CAS145 PAGE 5 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH POLYESTER CONCRETE OVERLAY M3 2,885.0000 89,435.00 0.000 0.00 05 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 68,625.00 0.000 0.00 F) 06 JOINT SEAL (MR 30 MM) M 170.0000 11,730.00 0.000 0.00 SF) 07 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 115,250.00 25,000.000 62,500.00 SF) 08 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 151,280.00 1,346.000 5,384.00 34,425.100 137,700.40 SF) 09 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 124,800.00 12,000.000 48,000.00 SF)(BRIDGE) 10 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 404,118.00 0.000 0.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 61,376.00 0.000 0.00 SF) 12 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 95,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 1524 MM CAST-IN-DRILLED-HOLE M 6,800.0000 91,120.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 14 ROADSIDE SIGN - ONE POST EA 220.0000 17,380.00 0.000 0.00 15 ROADSIDE SIGN - TWO POST EA 355.0000 5,325.00 0.000 0.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 97.0000 388.00 0.000 0.00 METHOD) 17 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 3,300.00 0.000 0.00 18 450 MM REINFORCED CONCRETE PIPE M 900.0000 39,600.00 0.000 0.00 19 600 MM REINFORCED CONCRETE PIPE M 500.0000 355,000.00 4.400 2,200.00 279.000 139,500.00 20 900 MM REINFORCED CONCRETE PIPE M 750.0000 187,500.00 57.000 42,750.00 21 300 MM CORRUGATED STEEL PIPE M 500.0000 12,000.00 0.000 0.00 (2.77 MM THICK) 22 600 MM CORRUGATED STEEL PIPE M 2,500.0000 57,500.00 10.000 25,000.00 26.000 65,000.00 (2.77 MM THICK) 23 750 MM CORRUGATED STEEL PIPE M 10,000.0000 10,000.00 0.000 0.00 (2.77 MM THICK) 24 900 MM CORRUGATED STEEL PIPE M 800.0000 6,400.00 -1.500 -1,200.00 5.500 4,400.00 (2.77 MM THICK) 25 450 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 381,500.00 6.000 2,100.00 306.000 107,100.00 (4.27 MM THICK) 26 3820 MM X 2410 MM STRUCTURAL STEEL PLATE M 2,500.0000 52,500.00 21.000 52,500.00 PIPE ARCH (2.82 MM THICK) 27 200 MM PERFORATED PLASTIC M 175.0000 836,500.00 396.000 69,300.00 5,891.780 1,031,061.50 PIPE UNDERDRAIN 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 5,700.00 16.000 2,400.00 16.000 2,400.00 29 CABLE ANCHORAGE SYSTEM EA 3,000.0000 12,000.00 0.000 0.00 30 300 MM ELBOW ENERGY DISSIPATOR EA 550.0000 550.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM TEE ENERGY DISSIPATOR EA 400.0000 1,600.00 2.000 800.00 2.000 800.00 32 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 14,500.00 29.040 14,520.00 S) 33 300 MM STEEL FLARED END SECTION EA 1,250.0000 2,500.00 0.000 0.00 34 600 MM STEEL FLARED END SECTION EA 1,500.0000 18,000.00 -1.000 -1,500.00 4.000 6,000.00 35 750 MM STEEL FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 36 900 MM STEEL FLARED END SECTION EA 2,000.0000 18,000.00 6.000 12,000.00 6.000 12,000.00 37 450 MM CONCRETE FLARED END SECTION EA 1,800.0000 9,000.00 0.000 0.00 38 600 MM CONCRETE FLARED END SECTION EA 2,000.0000 34,000.00 11.000 22,000.00 39 900 MM CONCRETE FLARED END SECTION EA 2,200.0000 30,800.00 7.000 15,400.00 40 900 MM PRECAST CONCRETE PIPE INLET M 1,350.0000 6,750.00 1.800 2,430.00 41 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 500.0000 41,000.00 0.000 0.00 42 ROCK SLOPE PROTECTION M3 300.0000 324,000.00 -69.600 -20,880.00 217.660 65,298.00 (FACING, METHOD B) 43 ROCK SLOPE PROTECTION M3 190.0000 70,300.00 351.890 66,859.10 (BACKING NO. 3, METHOD B) 44 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 500.0000 41,500.00 0.000 0.00 45 CONCRETE (CONCRETED-ROCK SLOPE M3 750.0000 6,000.00 0.000 0.00 PROTECTION) 46 CONCRETED-ROCK SLOPE PROTECTION M3 560.0000 11,760.00 0.000 0.00 (COBBLE, METHOD A) 47 GABION M3 285.0000 168,150.00 32.800 9,348.00 105.200 29,982.00 48 ROCK SLOPE PROTECTION FABRIC M2 10.0000 37,400.00 322.300 3,223.00 706.740 7,067.40 49 MINOR CONCRETE (CURB) M3 600.0000 42,000.00 0.000 0.00 50 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 360,000.00 0.000 0.00 CONSTRUCTION) 51 PLACE PORTLAND CEMENT CONCRETE DIKE M 185.0000 2,220.00 0.000 0.00 (TYPE A) 52 PLACE PORTLAND CEMENT CONCRETE DIKE M 98.0000 32,340.00 0.000 0.00 (TYPE A MOD) 53 PLACE PORTLAND CEMENT CONCRETE DIKE M 87.0000 19,140.00 0.000 0.00 (TYPE C) 54 PLACE PORTLAND CEMENT CONCRETE DIKE M 69.0000 110,400.00 0.000 0.00 (TYPE E) 55 PLACE PORTLAND CEMENT CONCRETE DIKE M 91.0000 24,570.00 0.000 0.00 (TYPE F) 56 MINOR CONCRETE (GUTTER) M3 450.0000 1,615,500.00 0.000 0.00 57 MISCELLANEOUS IRON AND STEEL KG 9.0000 64,611.00 374.000 3,366.00 SF) PROGRAM CAS145 PAGE 7 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 SNOW PLOW DEFLECTOR EA 450.0000 19,800.00 0.000 0.00 F) 59 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 20,060.00 590.000 10,030.00 SF) 60 CONCRETE BARRIER DELINEATOR (400 MM) EA 55.0000 3,245.00 0.000 0.00 61 MARKER (CONCRETE PAVEMENT ANCHOR) EA 55.0000 495.00 0.000 0.00 62 DELINEATOR (CLASS 2) EA 48.0000 19,200.00 0.000 0.00 63 HIGHWAY POST MARKER EA 50.0000 600.00 0.000 0.00 64 SNOW POLE MARKER EA 100.0000 17,000.00 0.000 0.00 65 OBJECT MARKER (TYPE L-1) EA 50.0000 1,500.00 15.000 750.00 66 METAL BEAM GUARD RAILING M 93.0000 35,340.00 0.000 0.00 S) 67 CONCRETE BARRIER (TYPE K) M 195.0000 165,750.00 12.200 2,379.00 97.600 19,032.00 68 CABLE RAILING M 58.0000 2,204.00 0.000 0.00 S) 69 TRANSITION RAILING (TYPE WB) EA 6,370.0000 140,140.00 0.000 0.00 S) 70 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 14,000.00 0.000 0.00 S) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 96,000.00 0.000 0.00 S) 72 CONCRETE BARRIER (TYPE 60) M 340.0000 57,800.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 60D MODIFIED) M 2,000.0000 12,000.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 732) M 340.0000 72,420.00 0.000 0.00 SF) 75 CONCRETE BARRIER (TYPE 732A) M 340.0000 146,200.00 202.000 68,680.00 76 CONCRETE BARRIER (TYPE 732B) M 500.0000 540,000.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 732B, MODIFIED) M 550.0000 605,000.00 777.900 427,845.00 78 CONCRETE BARRIER (TYPE 732SB) M 2,000.0000 50,000.00 0.000 0.00 79 CONCRETE BARRIER (TYPE 732LSB) M 2,000.0000 320,000.00 269.700 539,400.00 80 200 MM THERMOPLASTIC TRAFFIC STRIPE M 19.0000 29,260.00 0.000 0.00 S) (RECESSED) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 4,420.00 0.000 0.00 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 423,300.00 0.000 0.00 S) (RECESSED) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 292,400.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 84 200 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 17,850.00 0.000 0.00 S) (RECESSED, BROKEN 3.66 M - 0.91 M) PROGRAM CAS145 PAGE 8 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 100 MM TWO-COMPONENT PAINT M 28.0000 21,280.00 0.000 0.00 S) TRAFFIC STRIPE 86 TWO-COMPONENT PAINT PAVEMENT MARKING M2 68.0000 8,840.00 0.000 0.00 S) 87 LIGHTING LS 900,000.0000 900,000.00 0.180 162,000.00 0.568 511,200.00 S) 88 TRAFFIC OPERATION SYSTEM LS 950,000.0000 950,000.00 0.110 104,500.00 0.475 451,250.00 S) 89 FIBER OPTIC SYSTEM LS 220,000.0000 220,000.00 0.678 149,160.00 S) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 MIGRATORY BIRD AND BAT PROTECTION LS 80,000.0000 80,000.00 0.660 52,800.00 92 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 16.0000 19,088.00 0.000 0.00 F) 93 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 7,158.00 0.000 0.00 SF) 94 760 MM CAST-IN-DRILLED-HOLE M 3,400.0000 11,560.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 9 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 01:03 PM ESTIMATE NO. 17 BID OPENING 02/27/07 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: MURPHY, ROD DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,269,640.00 33,060,155.68 ADJUSTMENT OF COMPENSATION 119.20 158,795.48 EXTRA WORK 35,721.86 648,209.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,305,481.06 33,867,161.00 95 MOBILIZATION LS 708,500.0000 708,500.00 0.050 35,425.00 1.000 708,500.00 ORIGINAL CONTRACT AMOUNT 64,471,600.00 TOTAL WORK COMPLETED 7,340,906.06 34,575,661.00 MATERIALS ON HAND ON SITE 55,552.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,340.00 TOTAL 7,330,906.06 34,620,873.05 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 04/06/07 580 04/30/07 06/15/07 12/25/10 138 134 0 0 52% 24% PROGRESS IS SATISFACTORY PER RE REQUEST MURPHY, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/08