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 09/21/11 EST. NO.54 TIME 04:43 PM R.E. NAME: CATANIA, DAVE 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/21/11 EST. NO.54 TIME 04:43 PM R.E. NAME: CATANIA, DAVE 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 09/21/11 EST. NO.54 TIME 04:43 PM R.E. NAME: CATANIA, DAVE 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 RETURN 3/2010 DEDUCT 10,000.00 48 PER LTR DATED 3/11 -7,000.00 50 PER LTR DATED 8/2011 -2,000.00 53 RETURN 8/2011 DEDUCT 2,000.00 54 2,000.00 -7,000.00 TOTAL DEDUCTIONS 2,000.00 -7,340.00 PROGRAM CAS145 PAGE 1 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 LOCATION PROGRESS ESTIMATE 03-NEV-80-R2.5/R5.6 ----------------- TEICHERT CONSTRUCTION IN NEVADA COUNTY NEAR TRUCKEE FROM 4401 DULUTH AVENUE 0.4 KM WEST OF SODA SPRINGS ROSEVILLE, CA 95678 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250.00 002 TIME-RELATED OVERHEAD WDAY 7,500.0000 2,475,000.00 330.000 2,475,000.00 003 TEMPORARY FENCE (TYPE ESA) M 25.0000 152,000.00 6,100.100 152,502.50 004 600 MM TEMPORARY CULVERT M 300.0000 87,000.00 304.000 91,200.00 005 600 MM TEMPORARY FLARED END SECTION EA 900.0000 25,200.00 25.000 22,500.00 006 TEMPORARY PLUG EA 1,500.0000 1,500.00 1.000 1,500.00 007 PREPARE STORM WATER POLLUTION LS 3,800.0000 3,800.00 1.000 3,800.00 PREVENTION PLAN 008 WATER POLLUTION CONTROL LS 275,000.0000 275,000.00 1.000 275,000.00 009 TEMPORARY EROSION CONTROL BLANKET M2 6.0000 1,500.00 961.400 5,768.40 010 TEMPORARY FIBER ROLL M 15.0000 300,000.00 16,709.200 250,638.00 011 TEMPORARY SILT FENCE M 20.0000 584,000.00 2,911.200 58,224.00 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 30,000.0000 180,000.00 7.000 210,000.00 013 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 60,000.00 8.000 40,000.00 014 TEMPORARY COVER M2 4.0000 73,600.00 320.000 1,280.00 015 TEMPORARY CHECK DAM M 20.0000 264,000.00 2,159.350 43,187.00 016 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 49,000.00 9.000 4,500.00 017 TEMPORARY HYDRAULIC MULCH M2 0.8000 160,000.00 104,553.500 83,642.80 (POLYMER STABILIZED FIBER MATRIX) 018 TEMPORARY CLEAR WATER DIVERSION SYSTEM EA 20,000.0000 40,000.00 4.000 80,000.00 019 STREET SWEEPING LS 575,000.0000 575,000.00 1.000 575,000.00 020 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 021 TRAFFIC CONTROL SYSTEM LS 575,000.0000 575,000.00 1.000 575,000.00 (S) 022 TRAFFIC CONTROL SURVEILLANCE LS 625,000.0000 625,000.00 1.000 625,000.00 (S) PROGRAM CAS145 PAGE 2 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE III BARRICADE EA 100.0000 24,000.00 236.000 23,600.00 (S) 024 TEMPORARY PAVEMENT MARKING (PAINT) M2 11.0000 4,070.00 172.200 1,894.20 (S) 025 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 239,000.00 194,242.404 194,242.40 (S) 026 TRAFFIC PLASTIC DRUM EA 85.0000 52,700.00 513.000 43,605.00 (S) 027 TEMPORARY DELINEATOR (CLASS 1) EA 60.0000 33,600.00 1,063.000 63,780.00 (S) 028 TEMPORARY LIGHTING FACILITIES LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 029 PORTABLE CHANGEABLE MESSAGE SIGN LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 030 TEMPORARY RAILING (TYPE K) M 70.0000 1,323,000.00 21,996.890 1,539,782.30 (S) 031 TEMPORARY CRASH CUSHION MODULE EA 400.0000 116,000.00 223.000 89,200.00 (S) 032 ABANDON CULVERT EA 3,250.0000 16,250.00 5.000 16,250.00 033 OBLITERATE SURFACING M2 5.0000 14,950.00 781.200 3,906.00 034 REMOVE METAL BEAM GUARD RAILING M 21.0000 54,810.00 2,615.000 54,915.00 (S) 035 REMOVE FLARED END SECTION EA 1,000.0000 19,000.00 19.000 19,000.00 (S) 036 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 175,200.00 33,754.040 101,262.12 (S) 037 REMOVE PAINTED PAVEMENT MARKING M2 68.0000 1,632.00 11.700 795.60 (S) 038 REMOVE ROADSIDE SIGN EA 55.0000 6,050.00 102.000 5,610.00 039 REMOVE SIGN STRUCTURE EA 6,800.0000 27,200.00 4.000 27,200.00 040 REMOVE CULVERT EA 750.0000 10,500.00 14.000 10,500.00 041 REMOVE DOWNDRAIN EA 1,500.0000 4,500.00 3.000 4,500.00 042 REMOVE CONCRETE PAVEMENT M2 40.0000 1,500,000.00 32,147.070 1,285,882.80 043 RESET ROADSIDE SIGN EA 175.0000 3,150.00 17.000 2,975.00 044 RELOCATE ROADSIDE SIGN EA 190.0000 3,040.00 19.000 3,610.00 045 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 (S) (SAFETY CABLE RETROFIT) 046 525 MM PLASTIC PIPELINER M 600.0000 57,000.00 66.800 40,080.00 047 800 MM PLASTIC PIPELINER M 1,500.0000 165,000.00 105.000 157,500.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 5,360.00 1,020.000 4,080.00 (S) 049 REMOVE CONCRETE CURB M 25.0000 37,000.00 1,480.000 37,000.00 PROGRAM CAS145 PAGE 3 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE SIDEWALK M2 60.0000 5,400.00 90.000 5,400.00 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 13.0000 19,825.00 1,525.000 19,825.00 (F) 052 REMOVE CONCRETE (MISCELLANEOUS) M2 66.0000 13,860.00 210.000 13,860.00 053 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 054 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000.00 055 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 1.000 250,000.00 056 ROADWAY EXCAVATION M3 67.4600 5,261,880.00 88,904.080 5,997,469.24 057 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 058 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 176,000.00 1,100.000 176,000.00 (F) 059 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 326,000.00 1,650.540 330,108.00 (F) 060 STRUCTURE BACKFILL (BRIDGE) M3 230.0000 285,200.00 1,240.000 285,200.00 (F) 061 STRUCTURE BACKFILL (RETAINING WALL) M3 245.0000 391,755.00 1,608.660 394,121.70 (F) 062 SAND BACKFILL M3 1,150.0000 41,400.00 34.000 39,100.00 063 DITCH EXCAVATION M3 70.0000 12,600.00 180.000 12,600.00 064 IMPORTED BORROW M3 28.0000 1,540,000.00 39,585.690 1,108,399.32 065 IMPORTED MATERIAL (SHOULDER BACKING) TONN 150.0000 27,000.00 121.900 18,285.00 066 HIGHWAY PLANTING LS 51,000.0000 51,000.00 1.000 51,000.00 (S) 067 IMPORTED TOPSOIL M3 50.0000 106,500.00 2,130.000 106,500.00 068 BOULDER PLACEMENT LS 6,500.0000 6,500.00 1.000 6,500.00 069 LOG PLACEMENT EA 190.0000 4,750.00 25.000 4,750.00 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 9,600.00 11.000 8,800.00 (S) 071 EROSION CONTROL (TYPE I) M3 475.0000 137,750.00 290.000 137,750.00 (S) 072 FIBER (EROSION CONTROL TYPE PSFM) KG 1.5000 74,700.00 35,026.200 52,539.30 (S) 073 COMPOST (EROSION CONTROL TYPE PSFM) M3 300.0000 21,300.00 60.960 18,288.00 (S) 074 PURE LIVE SEED KG 214.0000 209,720.00 891.400 190,759.60 (S) (EROSION CONTROL TYPE PSFM) 075 COMMERCIAL FERTILIZER KG 2.0000 42,800.00 14,705.900 29,411.80 (S) (EROSION CONTROL TYPE PSFM) 076 STABILIZING EMULSION L 40.0000 66,400.00 1,158.360 46,334.40 (S) (EROSION CONTROL TYPE PSFM) PROGRAM CAS145 PAGE 4 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK AND CONCRETE BARRIER (TYPE K) LS 15,000.0000 15,000.00 0.500 7,500.00 COLORATION 078 CONCRETE COLORATION GREEN GORE LS 32,000.0000 32,000.00 0.000 0.00 079 PLANT ESTABLISHMENT WORK LS 97,000.0000 97,000.00 0.950 92,150.00 (S) 080 IRRIGATION SYSTEM LS 14,000.0000 14,000.00 1.000 14,000.00 (S) 081 CLASS 2 AGGREGATE BASE M3 100.0000 2,340,000.00 22,772.370 2,277,237.00 082 LEAN CONCRETE BASE M3 192.0000 299,520.00 1,575.810 302,555.52 083 ASPHALT CONCRETE (TYPE A) TONN 100.0000 8,380,000.00 90,368.140 9,036,814.00 084 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 200.0000 3,800.00 0.000 0.00 AREA) 085 CONCRETE PAVEMENT M3 315.0000 14,994,000.00 49,122.670 15,473,641.05 086 CONCRETE PAVEMENT (RAMP GORE AREA) M3 414.0000 157,320.00 426.450 176,550.30 087 CONCRETE PAVEMENT M3 478.0000 454,100.00 873.100 417,341.80 (MAINTENANCE PULL-OUTS) 088 CONCRETE PAVEMENT M3 478.0000 157,740.00 566.000 270,548.00 (RAPID STRENGTH CONCRETE) 089 SHOULDER RUMBLE STRIP STA 500.0000 85,000.00 129.090 64,545.00 (PCC, GROUND-IN INDENTATIONS) 090 INTERMEDIATE PAVEMENT ANCHOR EA 17,655.0000 158,895.00 9.000 158,895.00 091 SEAL PAVEMENT JOINT M 6.0000 366,600.00 68,573.870 411,443.22 092 SEAL LONGITUDINAL ISOLATION JOINT M 6.0000 5,580.00 0.000 0.00 093 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 88,300.00 928.024 92,802.40 094 DRIVE STEEL PILE (HP 250 X 85) EA 2,400.0000 273,600.00 119.000 285,600.00 (S) 095 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 945.0000 259,875.00 275.000 259,875.00 (F) 096 STRUCTURAL CONCRETE, BRIDGE M3 1,875.0000 1,125,000.00 600.000 1,125,000.00 (F) 097 STRUCTURAL CONCRETE, RETAINING WALL M3 1,280.0000 1,063,680.00 1,006.750 1,288,640.00 (F) 098 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,385.0000 263,150.00 190.000 263,150.00 (F) (TYPE N) 099 CLASS 4 CONCRETE (BACKFILL) M3 440.0000 12,760.00 4.560 2,006.40 100 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 572,800.00 760.640 608,512.00 (F) 101 MINOR CONCRETE (INVERT PAVING) M3 2,250.0000 108,000.00 0.000 0.00 102 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 368,000.00 16.000 368,000.00 (S) GIRDER (25 M - 30 M) 103 ERECT PRECAST PRESTRESSED CONCRETE EA 4,600.0000 73,600.00 16.000 73,600.00 (S) GIRDER PROGRAM CAS145 PAGE 5 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH POLYESTER CONCRETE OVERLAY M3 2,885.0000 89,435.00 35.500 102,417.50 105 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 68,625.00 1,525.000 68,625.00 (F) 106 JOINT SEAL (MR 30 MM) M 170.0000 11,730.00 69.000 11,730.00 (SF) 107 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 115,250.00 46,100.000 115,250.00 (SF) 108 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 151,280.00 43,716.340 174,865.36 (SF) 109 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 124,800.00 31,200.000 124,800.00 (SF)(BRIDGE) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 404,118.00 38,841.000 504,933.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 61,376.00 38,841.000 77,682.00 (SF) 112 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 95,000.00 18.900 94,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 1524 MM CAST-IN-DRILLED-HOLE M 6,800.0000 91,120.00 20.100 136,680.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 ROADSIDE SIGN - ONE POST EA 220.0000 17,380.00 78.000 17,160.00 115 ROADSIDE SIGN - TWO POST EA 355.0000 5,325.00 15.000 5,325.00 116 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 97.0000 388.00 4.000 388.00 METHOD) 117 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 3,300.00 21.580 3,237.00 118 450 MM REINFORCED CONCRETE PIPE M 900.0000 39,600.00 33.000 29,700.00 119 600 MM REINFORCED CONCRETE PIPE M 500.0000 355,000.00 779.900 389,950.00 120 900 MM REINFORCED CONCRETE PIPE M 750.0000 187,500.00 189.000 141,750.00 121 300 MM CORRUGATED STEEL PIPE M 500.0000 12,000.00 6.500 3,250.00 (2.77 MM THICK) 122 600 MM CORRUGATED STEEL PIPE M 2,500.0000 57,500.00 28.000 70,000.00 (2.77 MM THICK) 123 750 MM CORRUGATED STEEL PIPE M 10,000.0000 10,000.00 0.000 0.00 (2.77 MM THICK) 124 900 MM CORRUGATED STEEL PIPE M 800.0000 6,400.00 9.000 7,200.00 (2.77 MM THICK) 125 450 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 381,500.00 1,002.000 350,700.00 (4.27 MM THICK) 126 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) 127 200 MM PERFORATED PLASTIC M 175.0000 836,500.00 6,139.380 1,074,391.50 PIPE UNDERDRAIN 128 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 5,700.00 65.000 9,750.00 129 CABLE ANCHORAGE SYSTEM EA 3,000.0000 12,000.00 2.000 6,000.00 130 300 MM ELBOW ENERGY DISSIPATOR EA 550.0000 550.00 1.000 550.00 PROGRAM CAS145 PAGE 6 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 200 MM TEE ENERGY DISSIPATOR EA 400.0000 1,600.00 4.000 1,600.00 132 WELDED STEEL PIPE CASING (BRIDGE) M 500.0000 14,500.00 29.040 14,520.00 (S) 133 300 MM STEEL FLARED END SECTION EA 1,250.0000 2,500.00 1.000 1,250.00 134 600 MM STEEL FLARED END SECTION EA 1,500.0000 18,000.00 13.000 19,500.00 135 750 MM STEEL FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 136 900 MM STEEL FLARED END SECTION EA 2,000.0000 18,000.00 9.000 18,000.00 137 450 MM CONCRETE FLARED END SECTION EA 1,800.0000 9,000.00 2.000 3,600.00 138 600 MM CONCRETE FLARED END SECTION EA 2,000.0000 34,000.00 15.000 30,000.00 139 900 MM CONCRETE FLARED END SECTION EA 2,200.0000 30,800.00 13.000 28,600.00 140 900 MM PRECAST CONCRETE PIPE INLET M 1,350.0000 6,750.00 5.000 6,750.00 141 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 500.0000 41,000.00 47.000 23,500.00 142 ROCK SLOPE PROTECTION M3 300.0000 324,000.00 1,130.860 339,258.00 (FACING, METHOD B) 143 ROCK SLOPE PROTECTION M3 190.0000 70,300.00 351.890 66,859.10 (BACKING NO. 3, METHOD B) 144 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 500.0000 41,500.00 97.450 48,725.00 145 CONCRETE (CONCRETED-ROCK SLOPE M3 750.0000 6,000.00 3.000 2,250.00 PROTECTION) 146 CONCRETED-ROCK SLOPE PROTECTION M3 560.0000 11,760.00 18.600 10,416.00 (COBBLE, METHOD A) 147 GABION M3 285.0000 168,150.00 617.880 176,095.80 148 ROCK SLOPE PROTECTION FABRIC M2 10.0000 37,400.00 3,345.890 33,458.90 149 MINOR CONCRETE (CURB) M3 600.0000 42,000.00 74.190 44,514.00 150 MINOR CONCRETE (MISCELLANEOUS M3 600.0000 360,000.00 588.780 353,268.00 CONSTRUCTION) 151 PLACE PORTLAND CEMENT CONCRETE DIKE M 185.0000 2,220.00 12.000 2,220.00 (TYPE A) 152 PLACE PORTLAND CEMENT CONCRETE DIKE M 98.0000 32,340.00 242.830 23,797.34 (TYPE A MOD) 153 PLACE PORTLAND CEMENT CONCRETE DIKE M 87.0000 19,140.00 193.600 16,843.20 (TYPE C) 154 PLACE PORTLAND CEMENT CONCRETE DIKE M 69.0000 110,400.00 1,477.020 101,914.38 (TYPE E) 155 PLACE PORTLAND CEMENT CONCRETE DIKE M 91.0000 24,570.00 305.000 27,755.00 (TYPE F) 156 MINOR CONCRETE (GUTTER) M3 450.0000 1,615,500.00 4,665.900 2,099,655.00 157 MISCELLANEOUS IRON AND STEEL KG 9.0000 64,611.00 7,179.000 64,611.00 (SF) PROGRAM CAS145 PAGE 7 DATE 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 SNOW PLOW DEFLECTOR EA 450.0000 19,800.00 46.000 20,700.00 (F) 159 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 20,060.00 1,180.000 20,060.00 (SF) 160 CONCRETE BARRIER DELINEATOR (400 MM) EA 55.0000 3,245.00 0.000 0.00 161 MARKER (CONCRETE PAVEMENT ANCHOR) EA 55.0000 495.00 9.000 495.00 162 DELINEATOR (CLASS 2) EA 48.0000 19,200.00 917.000 44,016.00 163 HIGHWAY POST MARKER EA 50.0000 600.00 6.000 300.00 164 SNOW POLE MARKER EA 100.0000 17,000.00 125.000 12,500.00 165 OBJECT MARKER (TYPE L-1) EA 50.0000 1,500.00 38.000 1,900.00 166 METAL BEAM GUARD RAILING M 93.0000 35,340.00 437.100 40,650.30 (S) 167 CONCRETE BARRIER (TYPE K) M 195.0000 165,750.00 599.000 116,805.00 168 CABLE RAILING M 58.0000 2,204.00 38.000 2,204.00 (S) 169 TRANSITION RAILING (TYPE WB) EA 6,370.0000 140,140.00 22.000 140,140.00 (S) 170 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,400.0000 14,000.00 10.000 14,000.00 (S) 171 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 96,000.00 31.000 93,000.00 (S) 172 CONCRETE BARRIER (TYPE 60) M 340.0000 57,800.00 170.040 57,813.60 173 CONCRETE BARRIER (TYPE 60D MODIFIED) M 2,000.0000 12,000.00 5.600 11,200.00 174 CONCRETE BARRIER (TYPE 732) M 340.0000 72,420.00 213.000 72,420.00 (SF) 175 CONCRETE BARRIER (TYPE 732A) M 340.0000 146,200.00 440.100 149,634.00 176 CONCRETE BARRIER (TYPE 732B) M 500.0000 540,000.00 1,117.320 558,660.00 177 CONCRETE BARRIER (TYPE 732B, MODIFIED) M 550.0000 605,000.00 988.550 543,702.50 178 CONCRETE BARRIER (TYPE 732SB) M 2,000.0000 50,000.00 25.000 50,000.00 179 CONCRETE BARRIER (TYPE 732LSB) M 2,000.0000 320,000.00 283.500 567,000.00 180 200 MM THERMOPLASTIC TRAFFIC STRIPE M 19.0000 29,260.00 723.008 13,737.15 (S) (RECESSED) 181 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 4,420.00 199.800 3,396.60 (S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 182 100 MM THERMOPLASTIC TRAFFIC STRIPE M 17.0000 423,300.00 16,379.820 278,456.94 (S) (RECESSED) 183 100 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) 184 200 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 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 100 MM TWO-COMPONENT PAINT M 28.0000 21,280.00 362.800 10,158.40 (S) TRAFFIC STRIPE 186 TWO-COMPONENT PAINT PAVEMENT MARKING M2 68.0000 8,840.00 79.460 5,403.28 (S) 187 LIGHTING LS 900,000.0000 900,000.00 1.000 900,000.00 (S) 188 TRAFFIC OPERATION SYSTEM LS 950,000.0000 950,000.00 0.980 931,000.00 (S) 189 FIBER OPTIC SYSTEM LS 220,000.0000 220,000.00 1.000 220,000.00 (S) 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 191 MIGRATORY BIRD AND BAT PROTECTION LS 80,000.0000 80,000.00 1.000 80,000.00 192 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 16.0000 19,088.00 1,193.000 19,088.00 (F) 193 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 7,158.00 1,193.000 7,158.00 (SF) 194 760 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 09/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6324 TIME 04:43 PM ESTIMATE NO. 54 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 09/20/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 09/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 64,870,830.89 ADJUSTMENT OF COMPENSATION 0.00 990,675.64 EXTRA WORK 0.00 1,915,721.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 67,777,227.63 195 MOBILIZATION LS 708,500.0000 708,500.00 1.000 708,500.00 ORIGINAL CONTRACT AMOUNT 64,471,600.00 TOTAL WORK COMPLETED 0.00 68,485,727.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -7,340.00 TOTAL 2,000.00 68,478,387.63 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 04/06/07 250 04/30/07 06/15/07 09/26/11 526 537 6 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CATANIA, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/11