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 07/20/10 EST. NO.43 TIME 07:05 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 --------------------------------------------------------------------------- 001 0030-1 -4,544.11 E.W. @ U.P (+) 050508 N 0253.0 DAO CORRECTING ENTRY 0069 906.48 E.W. @ F.A.(+) 050508 N 0475.0 0070 132.78 050708 N 0476.0 0071 14,035.89 050808 N 0477.0 0073 1,627.55 052208 N 0480.0 0158 37.82 E.W. @ U.P (+) 071708 N 0314.1 12,196.41 TOTAL THIS ESTIMATE 2,643,765.06 TOTAL PREVIOUS ESTIMATE 2,655,961.47 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 07/20/10 EST. NO.43 TIME 07:05 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 MISSING FHWA 1391 -10,000.00 32 RECEIVED FHWA1391 10,000.00 38 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 PER LTR DATED 8/08 -10,000.00 18 PER LTR DATED 9/08 -10,000.00 19 PER LTR DATED 10/08 -6,000.00 20 RETURN 7/08 DEDUCT 10,000.00 20 PER LTR DATED 11/08 -10,000.00 21 PER LTR DATED 12/08 -5,000.00 22 PER LTR DATED 1/09 -10,000.00 23 RETURN 1/09 DEDUCT 10,000.00 25 RETURN 10/08 DEDUCT 6,000.00 25 RETURN 9/08 DEDUCT 10,000.00 25 PER LTR DATED 5/09 -9,000.00 29 RETURN 12/08 DEDUCT 10,000.00 29 RETURN 8/08 DEDUCT 10,000.00 29 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 07/20/10 EST. NO.43 TIME 07:05 PM R.E. NAME: MURPHY, ROD 03-0A6324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 07/09 -8,000.00 31 RETURN 5/09 DEDUCT 9,000.00 31 PER LTR DATED 8/09 -10,000.00 32 PER LTR DATED 9/09 -10,000.00 33 RETURN 8/09 DEDUCT 10,000.00 33 PER LTR 10/09 DEDUCT -10,000.00 34 PER LTR DATED 11/09 -10,000.00 35 PER LTR DATED 1/10 -7,000.00 37 RETURN 11/09 DEDUCT 10,000.00 37 PER LTR DATED 2/10 -4,000.00 38 RETURN LCV DEDUCTS 32,000.00 38 PER LTR DATED 3/10 -10,000.00 39 RETURN 2/10 DEDUCT 4,000.00 40 RETURN 7/09 DEDUCT 8,000.00 40 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,340.00 PROGRAM CAS145 PAGE 1 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 LOCATION 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 0.750 11,250.00 02 TIME-RELATED OVERHEAD WDAY 7,500.0000 2,475,000.00 330.000 2,475,000.00 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 87,000.00 304.000 91,200.00 05 600 MM TEMPORARY FLARED END SECTION EA 900.0000 25,200.00 25.000 22,500.00 06 TEMPORARY PLUG EA 1,500.0000 1,500.00 1.000 1,500.00 07 PREPARE STORM WATER POLLUTION LS 3,800.0000 3,800.00 1.000 3,800.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 275,000.0000 275,000.00 1.000 275,000.00 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 16,709.200 250,638.00 11 TEMPORARY SILT FENCE M 20.0000 584,000.00 2,911.200 58,224.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 30,000.0000 180,000.00 7.000 210,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 8.000 40,000.00 14 TEMPORARY COVER M2 4.0000 73,600.00 320.000 1,280.00 15 TEMPORARY CHECK DAM M 20.0000 264,000.00 2,159.350 43,187.00 16 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 49,000.00 9.000 4,500.00 17 TEMPORARY HYDRAULIC MULCH M2 0.8000 160,000.00 104,553.500 83,642.80 (POLYMER STABILIZED FIBER MATRIX) 18 TEMPORARY CLEAR WATER DIVERSION SYSTEM EA 20,000.0000 40,000.00 4.000 80,000.00 19 STREET SWEEPING LS 575,000.0000 575,000.00 1.000 575,000.00 20 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 S) 21 TRAFFIC CONTROL SYSTEM LS 575,000.0000 575,000.00 1.000 575,000.00 S) 22 TRAFFIC CONTROL SURVEILLANCE LS 625,000.0000 625,000.00 1.000 625,000.00 S) PROGRAM CAS145 PAGE 2 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,000.00 236.000 23,600.00 S) 24 TEMPORARY PAVEMENT MARKING (PAINT) M2 11.0000 4,070.00 172.200 1,894.20 S) 25 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 239,000.00 194,242.404 194,242.40 S) 26 TRAFFIC PLASTIC DRUM EA 85.0000 52,700.00 513.000 43,605.00 S) 27 TEMPORARY DELINEATOR (CLASS 1) EA 60.0000 33,600.00 1,063.000 63,780.00 S) 28 TEMPORARY LIGHTING FACILITIES LS 400,000.0000 400,000.00 0.980 392,000.00 S) 29 PORTABLE CHANGEABLE MESSAGE SIGN LS 200,000.0000 200,000.00 1.000 200,000.00 S) 30 TEMPORARY RAILING (TYPE K) M 70.0000 1,323,000.00 21,996.890 1,539,782.30 S) 31 TEMPORARY CRASH CUSHION MODULE EA 400.0000 116,000.00 223.000 89,200.00 S) 32 ABANDON CULVERT EA 3,250.0000 16,250.00 5.000 16,250.00 33 OBLITERATE SURFACING M2 5.0000 14,950.00 781.200 3,906.00 34 REMOVE METAL BEAM GUARD RAILING M 21.0000 54,810.00 2,615.000 54,915.00 S) 35 REMOVE FLARED END SECTION EA 1,000.0000 19,000.00 19.000 19,000.00 S) 36 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 175,200.00 33,754.040 101,262.12 S) 37 REMOVE PAINTED PAVEMENT MARKING M2 68.0000 1,632.00 11.700 795.60 S) 38 REMOVE ROADSIDE SIGN EA 55.0000 6,050.00 102.000 5,610.00 39 REMOVE SIGN STRUCTURE EA 6,800.0000 27,200.00 4.000 27,200.00 40 REMOVE CULVERT EA 750.0000 10,500.00 14.000 10,500.00 41 REMOVE DOWNDRAIN EA 1,500.0000 4,500.00 3.000 4,500.00 42 REMOVE CONCRETE PAVEMENT M2 40.0000 1,500,000.00 32,147.070 1,285,882.80 43 RESET ROADSIDE SIGN EA 175.0000 3,150.00 17.000 2,975.00 44 RELOCATE ROADSIDE SIGN EA 190.0000 3,040.00 19.000 3,610.00 45 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 S) (SAFETY CABLE RETROFIT) 46 525 MM PLASTIC PIPELINER M 600.0000 57,000.00 66.800 40,080.00 47 800 MM PLASTIC PIPELINER M 1,500.0000 165,000.00 105.000 157,500.00 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 1,480.000 37,000.00 PROGRAM CAS145 PAGE 3 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 90.000 5,400.00 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 13.0000 19,825.00 1,525.000 19,825.00 F) 52 REMOVE CONCRETE (MISCELLANEOUS) M2 66.0000 13,860.00 210.000 13,860.00 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 1.000 100,000.00 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 88,904.080 5,997,469.24 57 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 58 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 176,000.00 1,100.000 176,000.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 326,000.00 1,650.540 330,108.00 F) 60 STRUCTURE BACKFILL (BRIDGE) M3 230.0000 285,200.00 1,240.000 285,200.00 F) 61 STRUCTURE BACKFILL (RETAINING WALL) M3 245.0000 391,755.00 1,608.660 394,121.70 F) 62 SAND BACKFILL M3 1,150.0000 41,400.00 34.000 39,100.00 63 DITCH EXCAVATION M3 70.0000 12,600.00 180.000 12,600.00 64 IMPORTED BORROW M3 28.0000 1,540,000.00 39,585.690 1,108,399.32 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 1.000 51,000.00 S) 67 IMPORTED TOPSOIL M3 50.0000 106,500.00 2,130.000 106,500.00 68 BOULDER PLACEMENT LS 6,500.0000 6,500.00 1.000 6,500.00 69 LOG PLACEMENT EA 190.0000 4,750.00 25.000 4,750.00 70 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 9,600.00 11.000 8,800.00 S) 71 EROSION CONTROL (TYPE I) M3 475.0000 137,750.00 290.000 137,750.00 S) 72 FIBER (EROSION CONTROL TYPE PSFM) KG 1.5000 74,700.00 35,026.200 52,539.30 S) 73 COMPOST (EROSION CONTROL TYPE PSFM) M3 300.0000 21,300.00 60.960 18,288.00 S) 74 PURE LIVE SEED KG 214.0000 209,720.00 891.400 190,759.60 S) (EROSION CONTROL TYPE PSFM) 75 COMMERCIAL FERTILIZER KG 2.0000 42,800.00 14,705.900 29,411.80 S) (EROSION CONTROL TYPE PSFM) 76 STABILIZING EMULSION L 40.0000 66,400.00 1,158.360 46,334.40 S) (EROSION CONTROL TYPE PSFM) PROGRAM CAS145 PAGE 4 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 7,500.00 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 0.170 16,490.00 S) 80 IRRIGATION SYSTEM LS 14,000.0000 14,000.00 1.000 14,000.00 S) 81 CLASS 2 AGGREGATE BASE M3 100.0000 2,340,000.00 22,772.370 2,277,237.00 82 LEAN CONCRETE BASE M3 192.0000 299,520.00 1,575.810 302,555.52 83 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,380,000.00 90,368.140 9,036,814.00 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 49,122.670 15,473,641.05 86 CONCRETE PAVEMENT (RAMP GORE AREA) M3 414.0000 157,320.00 426.450 176,550.30 87 CONCRETE PAVEMENT M3 478.0000 454,100.00 873.100 417,341.80 (MAINTENANCE PULL-OUTS) 88 CONCRETE PAVEMENT M3 478.0000 157,740.00 566.000 270,548.00 (RAPID STRENGTH CONCRETE) 89 SHOULDER RUMBLE STRIP STA 500.0000 85,000.00 129.090 64,545.00 (PCC, GROUND-IN INDENTATIONS) 90 INTERMEDIATE PAVEMENT ANCHOR EA 17,655.0000 158,895.00 9.000 158,895.00 91 SEAL PAVEMENT JOINT M 6.0000 366,600.00 68,573.870 411,443.22 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 88,300.00 928.024 92,802.40 94 DRIVE STEEL PILE (HP 250 X 85) EA 2,400.0000 273,600.00 119.000 285,600.00 S) 95 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 945.0000 259,875.00 275.000 259,875.00 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 1,875.0000 1,125,000.00 600.000 1,125,000.00 F) 97 STRUCTURAL CONCRETE, RETAINING WALL M3 1,280.0000 1,063,680.00 1,006.750 1,288,640.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,385.0000 263,150.00 190.000 263,150.00 F) (TYPE N) 99 CLASS 4 CONCRETE (BACKFILL) M3 440.0000 12,760.00 4.560 2,006.40 00 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 572,800.00 760.640 608,512.00 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 16.000 368,000.00 S) GIRDER (25 M - 30 M) 03 ERECT PRECAST PRESTRESSED CONCRETE EA 4,600.0000 73,600.00 16.000 73,600.00 S) GIRDER PROGRAM CAS145 PAGE 5 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.500 102,417.50 05 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 68,625.00 1,525.000 68,625.00 F) 06 JOINT SEAL (MR 30 MM) M 170.0000 11,730.00 69.000 11,730.00 SF) 07 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 115,250.00 46,100.000 115,250.00 SF) 08 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 151,280.00 43,716.340 174,865.36 SF) 09 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 124,800.00 31,200.000 124,800.00 SF)(BRIDGE) 10 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 404,118.00 38,841.000 504,933.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 61,376.00 38,841.000 77,682.00 SF) 12 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 95,000.00 18.900 94,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 13 1524 MM CAST-IN-DRILLED-HOLE M 6,800.0000 91,120.00 20.100 136,680.00 S) CONCRETE PILE (SIGN FOUNDATION) 14 ROADSIDE SIGN - ONE POST EA 220.0000 17,380.00 78.000 17,160.00 15 ROADSIDE SIGN - TWO POST EA 355.0000 5,325.00 15.000 5,325.00 16 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 97.0000 388.00 4.000 388.00 METHOD) 17 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 3,300.00 21.580 3,237.00 18 450 MM REINFORCED CONCRETE PIPE M 900.0000 39,600.00 33.000 29,700.00 19 600 MM REINFORCED CONCRETE PIPE M 500.0000 355,000.00 779.900 389,950.00 20 900 MM REINFORCED CONCRETE PIPE M 750.0000 187,500.00 189.000 141,750.00 21 300 MM CORRUGATED STEEL PIPE M 500.0000 12,000.00 6.500 3,250.00 (2.77 MM THICK) 22 600 MM CORRUGATED STEEL PIPE M 2,500.0000 57,500.00 28.000 70,000.00 (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 9.000 7,200.00 (2.77 MM THICK) 25 450 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 381,500.00 1,002.000 350,700.00 (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 6,139.380 1,074,391.50 PIPE UNDERDRAIN 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 5,700.00 65.000 9,750.00 29 CABLE ANCHORAGE SYSTEM EA 3,000.0000 12,000.00 2.000 6,000.00 30 300 MM ELBOW ENERGY DISSIPATOR EA 550.0000 550.00 1.000 550.00 PROGRAM CAS145 PAGE 6 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,600.00 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 1.000 1,250.00 34 600 MM STEEL FLARED END SECTION EA 1,500.0000 18,000.00 13.000 19,500.00 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 9.000 18,000.00 37 450 MM CONCRETE FLARED END SECTION EA 1,800.0000 9,000.00 2.000 3,600.00 38 600 MM CONCRETE FLARED END SECTION EA 2,000.0000 34,000.00 15.000 30,000.00 39 900 MM CONCRETE FLARED END SECTION EA 2,200.0000 30,800.00 13.000 28,600.00 40 900 MM PRECAST CONCRETE PIPE INLET M 1,350.0000 6,750.00 5.000 6,750.00 41 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 500.0000 41,000.00 47.000 23,500.00 42 ROCK SLOPE PROTECTION M3 300.0000 324,000.00 1,130.860 339,258.00 (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 97.450 48,725.00 45 CONCRETE (CONCRETED-ROCK SLOPE M3 750.0000 6,000.00 3.000 2,250.00 PROTECTION) 46 CONCRETED-ROCK SLOPE PROTECTION M3 560.0000 11,760.00 18.600 10,416.00 (COBBLE, METHOD A) 47 GABION M3 285.0000 168,150.00 617.880 176,095.80 48 ROCK SLOPE PROTECTION FABRIC M2 10.0000 37,400.00 3,345.890 33,458.90 49 MINOR CONCRETE (CURB) M3 600.0000 42,000.00 74.190 44,514.00 50 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 360,000.00 588.780 353,268.00 CONSTRUCTION) 51 PLACE PORTLAND CEMENT CONCRETE DIKE M 185.0000 2,220.00 12.000 2,220.00 (TYPE A) 52 PLACE PORTLAND CEMENT CONCRETE DIKE M 98.0000 32,340.00 242.830 23,797.34 (TYPE A MOD) 53 PLACE PORTLAND CEMENT CONCRETE DIKE M 87.0000 19,140.00 193.600 16,843.20 (TYPE C) 54 PLACE PORTLAND CEMENT CONCRETE DIKE M 69.0000 110,400.00 1,477.020 101,914.38 (TYPE E) 55 PLACE PORTLAND CEMENT CONCRETE DIKE M 91.0000 24,570.00 305.000 27,755.00 (TYPE F) 56 MINOR CONCRETE (GUTTER) M3 450.0000 1,615,500.00 4,665.900 2,099,655.00 57 MISCELLANEOUS IRON AND STEEL KG 9.0000 64,611.00 7,179.000 64,611.00 SF) PROGRAM CAS145 PAGE 7 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 20,700.00 F) 59 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 20,060.00 1,180.000 20,060.00 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 9.000 495.00 62 DELINEATOR (CLASS 2) EA 48.0000 19,200.00 917.000 44,016.00 63 HIGHWAY POST MARKER EA 50.0000 600.00 6.000 300.00 64 SNOW POLE MARKER EA 100.0000 17,000.00 125.000 12,500.00 65 OBJECT MARKER (TYPE L-1) EA 50.0000 1,500.00 38.000 1,900.00 66 METAL BEAM GUARD RAILING M 93.0000 35,340.00 437.100 40,650.30 S) 67 CONCRETE BARRIER (TYPE K) M 195.0000 165,750.00 599.000 116,805.00 68 CABLE RAILING M 58.0000 2,204.00 38.000 2,204.00 S) 69 TRANSITION RAILING (TYPE WB) EA 6,370.0000 140,140.00 22.000 140,140.00 S) 70 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 14,000.00 10.000 14,000.00 S) 71 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 96,000.00 31.000 93,000.00 S) 72 CONCRETE BARRIER (TYPE 60) M 340.0000 57,800.00 170.040 57,813.60 73 CONCRETE BARRIER (TYPE 60D MODIFIED) M 2,000.0000 12,000.00 5.600 11,200.00 74 CONCRETE BARRIER (TYPE 732) M 340.0000 72,420.00 213.000 72,420.00 SF) 75 CONCRETE BARRIER (TYPE 732A) M 340.0000 146,200.00 440.100 149,634.00 76 CONCRETE BARRIER (TYPE 732B) M 500.0000 540,000.00 1,117.320 558,660.00 77 CONCRETE BARRIER (TYPE 732B, MODIFIED) M 550.0000 605,000.00 988.550 543,702.50 78 CONCRETE BARRIER (TYPE 732SB) M 2,000.0000 50,000.00 25.000 50,000.00 79 CONCRETE BARRIER (TYPE 732LSB) M 2,000.0000 320,000.00 283.500 567,000.00 80 200 MM THERMOPLASTIC TRAFFIC STRIPE M 19.0000 29,260.00 497.800 9,458.20 S) (RECESSED) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 4,420.00 199.800 3,396.60 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 423,300.00 16,379.820 278,456.94 S) (RECESSED) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 292,400.00 10,808.110 183,737.87 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 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,280.00 362.800 10,158.40 S) TRAFFIC STRIPE 86 TWO-COMPONENT PAINT PAVEMENT MARKING M2 68.0000 8,840.00 79.460 5,403.28 S) 87 LIGHTING LS 900,000.0000 900,000.00 1.000 900,000.00 S) 88 TRAFFIC OPERATION SYSTEM LS 950,000.0000 950,000.00 0.980 931,000.00 S) 89 FIBER OPTIC SYSTEM LS 220,000.0000 220,000.00 1.000 220,000.00 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 1.000 80,000.00 92 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 16.0000 19,088.00 1,193.000 19,088.00 F) 93 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 7,158.00 1,193.000 7,158.00 SF) 94 760 MM CAST-IN-DRILLED-HOLE M 3,400.0000 11,560.00 3.420 11,628.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 9 DATE 07/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 07:05 PM ESTIMATE NO. 43 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 07/20/10 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 07/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 64,782,891.94 ADJUSTMENT OF COMPENSATION 0.00 954,095.69 EXTRA WORK 12,196.41 1,701,865.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 12,196.41 67,438,853.41 95 MOBILIZATION LS 708,500.0000 708,500.00 1.000 708,500.00 ORIGINAL CONTRACT AMOUNT 64,471,600.00 TOTAL WORK COMPLETED 12,196.41 68,147,353.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,340.00 TOTAL 12,196.41 68,137,013.41 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 08/31/11 443 326 1 0 98% 76% PROGRESS IS SATISFACTORY MURPHY, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/20/10