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 02/22/12 EST. NO.49 TIME 11:50 AM R.E. NAME: CATANIA, DAVE 03-0A6314 --------------------------------------------------------------------------- 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 02/22/12 EST. NO.49 TIME 11:50 AM R.E. NAME: CATANIA, DAVE 03-0A6314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING 9/08 DED -6,800.00 08 SWPP BUTTON UP -25,000.00 21 RETURN SWPPP 25,000.00 22 MISSING 2009 CEM4401 -10,000.00 38 MISSING 2010 CEM4401 -10,000.00 41 MISSING 2011 CEM4401 -10,000.00 49 RECEIVD 2009 CEM4401 10,000.00 49 RECEIVD 2010 CEM4401 10,000.00 49 10,000.00 -16,800.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 17 RETURN REC FHWA 1391 10,000.00 22 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/08 -4,000.00 02 PER LTR DATED 7/08 -10,000.00 04 RETURN 5/08 DEDUCT 4,000.00 04 PER LTR DATED 8/08 -10,000.00 05 PER LTR DATED 9/09 -10,000.00 06 PER LTR DATED 10/08 -10,000.00 07 RETURN 7/08 DEDUCT 10,000.00 07 PER LTR DATED 11/08 -10,000.00 08 PER LTR DATED 12/08 -5,000.00 09 PER LTR DATED 2/09 -3,000.00 11 RETURN 10/08 DEDUCT 10,000.00 11 RETURN 8/08 DEDUCT 10,000.00 11 PER LTR DATED 4/09 -4,000.00 13 RETURN 11/08 DEDUCT 10,000.00 13 RETURN 9/08 DEDUCT 10,000.00 13 PER LTR DATED 5/09 -4,000.00 14 PER LTR DATED 7/09 -10,000.00 16 RETURN 2/09 DEDUCT 3,000.00 16 RETURN 5/09 DEDUCT 4,000.00 16 PER LTR DATED 8/09 -10,000.00 17 PER LTR DATED 9/09 -10,000.00 19 RETURN 12/08 DEDUCT 5,000.00 19 RETURN 4/09 DEDUCT 4,000.00 19 RETURN 7/09 DEDUCT 10,000.00 19 PER LTR 10/09 DEDUCT -10,000.00 20 RETURN 8/08 DEDUCT 10,000.00 20 PER LTR DATED 11/09 -10,000.00 21 PER LTR DATED 12-09 -10,000.00 22 RETURN 12/09 DEDUCT 10,000.00 24 PER LTR DATED 4/10 -10,000.00 26 RETURN 10/09 DEDUCT 10,000.00 26 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 02/22/12 EST. NO.49 TIME 11:50 AM R.E. NAME: CATANIA, DAVE 03-0A6314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RETURN 11/09 DEDUCT 10,000.00 26 RETURN 9/09 DEDUCT 10,000.00 26 PER LTR DATED 7/2010 -10,000.00 29 PER LTR DATED 8/2010 -10,000.00 30 PER LTR DATED 9/2010 -10,000.00 31 PER LTR DATED 10/10 -10,000.00 32 PER LTR DATED 11/10 -10,000.00 34 PER LTR DATED 1/2011 -4,000.00 37 RETURN 7/2010 DEDUCT 10,000.00 37 PER LTR DATED 2/11 -7,000.00 38 PER LTR DATED 5/2011 -10,000.00 41 RETURN 1/2011 DEDUCT 4,000.00 41 RETURN 2/2011DEDUCT 7,000.00 41 RETURN 8/2010 DEDUCT 10,000.00 41 RETURN 4/10 DEDUCT 10,000.00 42 RETURN 9/10 DEDUCT 10,000.00 42 PER LTR DATED 7/2011 -5,000.00 43 PER LTR DATED 8/11 -1,000.00 45 PER LTR DATED 9/2011 -1,000.00 46 RETURN 11/2010 DEDCT 10,000.00 46 RETURN 12/2010 DEDCT 10,000.00 46 RETURN 7/2011 DEDUCT 5,000.00 46 RETURN DEDUCT 8/11 1,000.00 48 RETURN DEDUCT 9/11 1,000.00 48 RETURN DEDUCT 5/11 10,000.00 49 10,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 -16,800.00 PROGRAM CAS145 PAGE 1 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 LOCATION PROGRESS ESTIMATE 03-NEV-80-R9.2/13.6 ----------------- TEICHERT CONSTRUCTION IN NEVADA COUNTY NEAR TRUCKEE FROM 4401 DULUTH AVENUE DONNER LAKE UNDERCROSSING TO TROUT ROSEVILLE, CA 95678 CREEK UNDERCROSSING FED. AID NO. ACIM-080 -4(184)E REHABILITATE 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 22,000.0000 6,600,000.00 6.000 132,000.00 305.000 6,710,000.00 003 TEMPORARY FENCE (TYPE ESA) M 12.7500 96,390.00 4,623.850 58,954.09 004 TEMPORARY 300 MM ENTRANCE TAPER EA 1,600.0000 24,000.00 0.000 0.00 005 TEMPORARY 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 17,500.00 0.000 0.00 006 TEMPORARY 300 MM ANCHOR ASSEMBLY EA 950.0000 33,250.00 0.000 0.00 007 CONSTRUCTION SITE MANAGEMENT LS 168,000.0000 168,000.00 0.990 166,320.00 008 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.990 24,750.00 PREVENTION PLAN 009 TEMPORARY EROSION CONTROL BLANKET M2 8.5000 11,475.00 246.460 2,094.91 010 TEMPORARY FIBER ROLL M 13.0000 105,560.00 1,041.000 13,533.00 011 TEMPORARY SILT FENCE M 10.0000 91,200.00 4,003.580 40,035.80 012 TEMPORARY GRAVEL BAG BERM M 67.0000 43,550.00 8.800 589.60 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 15,000.0000 45,000.00 4.000 60,000.00 014 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 45,000.00 3.000 45,000.00 015 TEMPORARY COVER M2 6.0000 54,000.00 3,162.200 18,973.20 016 TEMPORARY CHECK DAM M 47.0000 38,070.00 582.500 27,377.50 017 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 1.000 100,000.00 CONTROL 018 TEMPORARY DRAINAGE INLET PROTECTION EA 575.0000 92,000.00 36.000 20,700.00 019 TEMPORARY HYDRAULIC MULCH M2 0.7500 20,775.00 46,210.930 34,658.20 (POLYMER STABILIZED FIBER MATRIX) 020 STREET SWEEPING LS 250,000.0000 250,000.00 0.924 231,000.00 021 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 022 TRAFFIC CONTROL SYSTEM LS 0.0000 1,000,000.00 0.900 900,000.00 (S) PROGRAM CAS145 PAGE 2 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SURVEILLANCE LS 250,000.0000 250,000.00 0.933 233,250.00 (S) 024 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.1000 18,724.00 0.000 0.00 (S) 025 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 76,700.00 106,249.960 69,062.47 (S) 026 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 11.0000 82,060.00 4,028.772 44,316.49 (TYPE A) 027 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 12.5000 9,375.00 0.000 0.00 (TYPE C) 028 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 12.5000 4,125.00 0.000 0.00 (TYPE E) 029 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 12.5000 25,125.00 167.640 2,095.50 (TYPE F) 030 TRAFFIC PLASTIC DRUMS EA 52.0000 31,720.00 546.000 28,392.00 (S) 031 TEMPORARY METAL BEAM GUARD RAILING M 68.0000 19,720.00 0.000 0.00 032 TEMPORARY TRANSITION RAILING (TYPE WB) EA 4,800.0000 19,200.00 0.000 0.00 033 TEMPORARY ALTERNATIVE IN-LINE TERMINAL EA 3,800.0000 22,800.00 0.000 0.00 SYSTEM 034 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.900 67,500.00 (S) 035 PORTABLE RADAR TRAILER LS 17,000.0000 17,000.00 0.870 14,790.00 (S) 036 TEMPORARY RAILING (TYPE K) M 33.0000 792,000.00 20,772.340 685,487.22 037 TEMPORARY CRASH CUSHION MODULE EA 320.0000 22,400.00 56.000 17,920.00 (S) 038 TEMPORARY CRASH CUSHION (QUADGUARD) EA 23,000.0000 46,000.00 0.000 0.00 (S) 039 OBLITERATE SURFACING M2 3.0000 8,820.00 7,493.000 22,479.00 040 REMOVE ENTRANCE TAPER EA 450.0000 3,600.00 9.000 4,050.00 041 REMOVE METAL BEAM GUARD RAILING M 7.3000 36,281.00 5,090.280 37,159.04 042 REMOVE FLARED END SECTION EA 600.0000 12,000.00 20.000 12,000.00 043 REMOVE PAINTED TRAFFIC STRIPE M 4.2000 156,660.00 31,152.127 130,838.93 044 REMOVE ROADSIDE SIGN EA 160.0000 3,680.00 22.000 3,520.00 045 REMOVE SIGN STRUCTURE EA 6,300.0000 6,300.00 1.000 6,300.00 046 REMOVE ASPHALT CONCRETE M2 7.5000 21,975.00 2,930.000 21,975.00 047 REMOVE CULVERT M 125.0000 22,500.00 172.500 21,562.50 048 REMOVE INLET EA 1,350.0000 9,450.00 7.000 9,450.00 049 REMOVE DOWNDRAIN EA 1,100.0000 24,200.00 15.000 16,500.00 PROGRAM CAS145 PAGE 3 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEAN OUT EXISTING CULVERT M 140.0000 119,000.00 840.700 117,698.00 051 REMOVE CONCRETE PAVEMENT M2 5.0000 134,500.00 41,607.996 208,039.98 052 REMOVE ASPHALT CONCRETE SURFACING M3 68.0000 53,720.00 0.000 0.00 053 RECONSTRUCT METAL BEAM GUARD RAILING M 52.0000 231,920.00 0.000 0.00 054 RESET ROADSIDE SIGN EA 600.0000 4,800.00 8.000 4,800.00 055 MODIFY SIGN STRUCTURE EA 15,750.0000 15,750.00 1.000 15,750.00 (SAFETY CABLE RETROFIT) 056 600 MM CURED-IN-PLACE PIPELINER M 800.0000 67,200.00 86.900 69,520.00 057 550 MM PLASTIC PIPELINER M 1,255.0000 188,250.00 149.700 187,873.50 058 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 21,770.00 18,160.800 127,125.60 (S) 059 REMOVE CONCRETE CURB M 29.0000 6,380.00 208.000 6,032.00 060 CLEARING AND GRUBBING LS 113,100.0000 113,100.00 1.000 113,100.00 061 ROADWAY EXCAVATION M3 47.0000 2,707,200.00 59,172.355 2,781,100.69 062 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 39.0000 647,400.00 16,600.000 647,400.00 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 1,033,750.00 8,270.000 1,033,750.00 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING M3 222.0000 84,360.00 380.000 84,360.00 (F) WALL) 066 HIGHWAY PLANTING LS 88,000.0000 88,000.00 0.750 66,000.00 (S) 067 MULCH BLEND (EROSION CONTROL) M3 110.0000 96,800.00 440.000 48,400.00 (S) 068 FIBER (EROSION CONTROL) KG 4.5000 12,600.00 1,400.000 6,300.00 (S) 069 BOULDER PLACEMENT LS 30,000.0000 30,000.00 1.000 30,000.00 070 COMPOST (EROSION CONTROL) M3 520.0000 7,280.00 0.000 0.00 (S) 071 LOG PLACEMENT EA 180.0000 4,320.00 24.000 4,320.00 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 4,400.00 5.000 5,500.00 (S) 073 PURE LIVE SEED (EROSION CONTROL) KG 155.0000 31,000.00 100.000 15,500.00 (S) 074 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 11,200.00 2,800.000 5,600.00 (S) 075 STABILIZING EMULSION (EROSION CONTROL) KG 5.2000 3,640.00 350.000 1,820.00 (S) 076 EROSION CONTROL (TYPE I) M3 130.0000 544,700.00 4,190.000 544,700.00 PROGRAM CAS145 PAGE 4 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER (EROSION CONTROL TYPE PSFM) KG 1.7500 73,500.00 51,922.080 90,863.64 (S) 078 COMPOST (EROSION CONTROL TYPE PSFM) M3 400.0000 24,000.00 57.620 23,048.00 (S) 079 PURE LIVE SEED KG 130.0000 107,900.00 863.530 112,258.90 (S) (EROSION CONTROL TYPE PSFM) 080 COMMERCIAL FERTILIZER KG 1.6000 28,800.00 21,366.855 34,186.97 (S) (EROSION CONTROL TYPE PSFM) 081 STABILIZING EMULSION L 12.0000 16,920.00 1,794.880 21,538.56 (S) (EROSION CONTROL TYPE PSFM) 082 PLANT ESTABLISHMENT WORK LS 85,000.0000 85,000.00 0.530 45,050.00 (S) 083 IRRIGATION SYSTEM LS 38,000.0000 38,000.00 0.850 32,300.00 (S) 084 CLASS 2 AGGREGATE BASE M3 75.0000 1,492,500.00 13,210.610 990,795.75 085 LEAN CONCRETE BASE M3 450.0000 5,850.00 0.000 0.00 086 REPLACE ASPHALT CONCRETE SURFACING M3 260.0000 260,000.00 0.000 0.00 087 ASPHALT CONCRETE (TYPE A) TONN 82.0000 5,174,200.00 66,585.049 5,459,974.02 088 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 120.0000 16,800.00 52.200 6,264.00 AREA) 089 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.5000 3,230.00 0.000 0.00 090 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.5000 1,020.00 0.000 0.00 091 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.5000 1,360.00 0.000 0.00 092 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,400.0000 84,000.00 73.357 176,056.80 093 CONCRETE PAVEMENT M3 265.0000 8,745,000.00 32,816.720 8,696,430.80 094 SHOULDER RUMBLE STRIP STA 465.0000 27,900.00 21.225 9,869.63 (PCC, GROUND-IN INDENTATIONS) 095 CONCRETE PAVEMENT M3 550.0000 1,083,500.00 3,548.508 1,951,679.40 (RAPID STRENGTH CONCRETE) 096 INTERMEDIATE PAVEMENT ANCHOR EA 29,000.0000 29,000.00 1.000 29,000.00 097 SEAL PAVEMENT JOINT M 7.9500 562,860.00 41,536.940 330,218.67 098 SEAL LONGITUDINAL ISOLATION JOINT M 22.7500 10,920.00 0.000 0.00 099 CRACK EXISTING CONCRETE PAVEMENT M2 1.1000 44,220.00 25,578.600 28,136.46 100 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,676,500.00 3,870.000 3,676,500.00 (F) 101 CLASS 4 CONCRETE (BACKFILL) M3 300.0000 110,970.00 370.000 111,000.00 (F) 102 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 2,244,720.00 981.010 2,354,424.00 (F) 103 MINOR CONCRETE (INVERT PAVING) M3 4,700.0000 42,300.00 12.400 58,280.00 PROGRAM CAS145 PAGE 5 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE COLORIZATION LS 48,000.0000 48,000.00 0.000 0.00 105 BAR REINFORCING STEEL (EPOXY COATED) KG 3.3000 635,405.10 192,547.000 635,405.10 (SF)(RETAINING WALL) 106 600 MM PIPE LINING (CEMENT MORTAR) M 210.0000 69,300.00 328.500 68,985.00 107 750 MM PIPE LINING (CEMENT MORTAR) M 210.0000 42,000.00 196.600 41,286.00 108 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 74,388.00 6,199.000 74,388.00 (F) 109 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 9,034.50 6,023.000 9,034.50 (SF) 110 1524 MM CAST-IN-DRILLED-HOLE M 7,183.0000 50,281.00 7.000 50,281.00 (F) CONCRETE PILE (SIGN FOUNDATION) 111 ROADSIDE SIGN - ONE POST EA 420.0000 6,720.00 17.000 7,140.00 112 ROADSIDE SIGN - TWO POST EA 875.0000 7,000.00 9.000 7,875.00 113 ROADSIDE SIGN (BARRIER MOUNTED) EA 1,600.0000 3,200.00 2.000 3,200.00 114 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 88.0000 88.00 0.000 0.00 METHOD) 115 INSTALL SIGN PANEL ON EXISTING FRAME M2 193.0000 2,123.00 0.000 0.00 116 300 MM REINFORCED CONCRETE PIPE M 230.0000 43,700.00 172.680 39,716.40 117 450 MM REINFORCED CONCRETE PIPE M 270.0000 507,600.00 1,923.475 519,338.25 118 600 MM REINFORCED CONCRETE PIPE M 450.0000 364,500.00 719.977 323,989.65 119 750 MM REINFORCED CONCRETE PIPE M 710.0000 92,300.00 124.700 88,537.00 120 200 MM CORRUGATED STEEL PIPE M 320.0000 6,400.00 15.250 4,880.00 (2.01 MM THICK) 121 300 MM CORRUGATED STEEL PIPE M 330.0000 4,950.00 11.500 3,795.00 (2.01 MM THICK) 122 450 MM CORRUGATED STEEL PIPE M 950.0000 14,250.00 14.900 14,155.00 (2.01 MM THICK) 123 600 MM CORRUGATED STEEL PIPE M 950.0000 48,450.00 48.810 46,369.50 (2.01 MM THICK) 124 750 MM CORRUGATED STEEL PIPE M 1,075.0000 18,275.00 1.600 1,720.00 17.190 18,479.25 (2.01 MM THICK) 125 1500 MM CORRUGATED STEEL PIPE M 1,875.0000 3,750.00 1.800 3,375.00 (2.01 MM THICK) 126 450 MM SLOTTED CORRUGATED STEEL PIPE M 294.0000 502,740.00 1,634.780 480,625.32 (2.01 MM THICK) 127 200 MM PERFORATED PLASTIC M 180.0000 887,400.00 5,001.110 900,199.80 PIPE UNDERDRAIN 128 FILTER FABRIC M2 3.0000 9,810.00 4,124.000 12,372.00 129 PERMEABLE MATERIAL M3 100.0000 160,000.00 1,595.400 159,540.00 130 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 35,700.00 36.400 6,188.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 6 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 24,500.00 148.300 25,952.50 (2.01 MM THICK) 132 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 185.0000 14,985.00 82.400 15,244.00 (2.01 MM THICK) 133 750 MM CORRUGATED STEEL PIPE DOWNDRAIN M 1,950.0000 1,950.00 0.000 0.00 (2.01 MM THICK) 134 450 MM ANCHOR ASSEMBLY EA 1,200.0000 8,400.00 18.000 21,600.00 135 600 MM ANCHOR ASSEMBLY EA 1,250.0000 7,500.00 11.000 13,750.00 136 450 MM CORRUGATED STEEL PIPE RISER M 1,045.0000 6,270.00 5.410 5,653.45 (2.01 MM THICK) 137 300 MM STEEL FLARED END SECTION EA 600.0000 4,200.00 7.000 4,200.00 138 600 MM STEEL FLARED END SECTION EA 657.0000 8,541.00 11.000 7,227.00 139 750 MM STEEL FLARED END SECTION EA 877.0000 5,262.00 6.000 5,262.00 140 1500 MM STEEL FLARED END SECTION EA 2,875.0000 5,750.00 1.000 2,875.00 141 450 MM CONCRETE FLARED END SECTION EA 1,420.0000 2,840.00 2.000 2,840.00 142 600 MM CONCRETE FLARED END SECTION EA 1,510.0000 3,020.00 2.000 3,020.00 143 750 MM CONCRETE FLARED END SECTION EA 2,150.0000 10,750.00 5.000 10,750.00 144 1200 MM PRECAST CONCRETE PIPE MANHOLE M 6,100.0000 189,100.00 32.960 201,056.00 145 1500 MM PRECAST CONCRETE PIPE MANHOLE M 7,100.0000 28,400.00 3.800 26,980.00 146 600 MM PRECAST CONCRETE PIPE RISER M 1,140.0000 72,960.00 61.910 70,577.40 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 148 ROCK SLOPE PROTECTION (1T, METHOD A) M3 48.0000 61,920.00 599.340 28,768.32 149 ROCK SLOPE PROTECTION M3 52.0000 79,560.00 3,126.410 162,573.32 (1/4 T, METHOD A) 150 ROCK SLOPE PROTECTION M3 155.0000 46,500.00 310.546 48,134.63 (FACING, METHOD B) 151 ROCK SLOPE PROTECTION M3 105.0000 17,850.00 41.300 4,336.50 (BACKING NO. 2, METHOD B) 152 ROCK SLOPE PROTECTION M3 24.0000 35,760.00 1,510.580 36,253.92 (BACKING NO. 3, METHOD B) 153 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 99.0000 20,790.00 228.560 22,627.44 154 CONCRETE (CONCRETED-ROCK SLOPE M3 365.0000 3,650.00 5.280 1,927.20 PROTECTION) 155 CONCRETED-ROCK SLOPE PROTECTION M3 320.0000 14,720.00 5.280 1,689.60 (BACKING NO. 3, METHOD B) 156 GABION M3 170.0000 39,100.00 26.000 4,420.00 157 MINOR CONCRETE (DITCH LINING) M3 749.0000 1,071,070.00 130.830 97,991.67 1,712.990 1,283,029.51 PROGRAM CAS145 PAGE 7 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (GUTTER LINING) M3 950.0000 38,950.00 40.170 38,161.50 159 ROCK SLOPE PROTECTION FABRIC M2 1.5000 3,075.00 8,509.700 12,764.55 160 PORTLAND CEMENT CONCRETE DIKE M 95.0000 855.00 0.000 0.00 (TYPE A-PC) 161 PORTLAND CEMENT CONCRETE DIKE M 75.0000 1,500.00 33.200 2,490.00 (TYPE D-PC) 162 PORTLAND CEMENT CONCRETE DIKE M 65.0000 5,265.00 80.100 5,206.50 (TYPE E-PC) 163 PORTLAND CEMENT CONCRETE DIKE M 53.0000 80,030.00 1,093.300 57,944.90 (TYPE F-PC) 164 MISCELLANEOUS IRON AND STEEL KG 5.5000 336,077.50 217.000 1,193.50 66,700.000 366,850.00 (SF) 165 CATCH FENCE M 65.0000 67,600.00 950.000 61,750.00 166 MARKER (CONCRETE PAVEMENT ANCHOR) EA 51.0000 51.00 0.000 0.00 167 DELINEATOR (CLASS 2) EA 41.0000 5,740.00 140.000 5,740.00 168 CONCRETE BARRIER DELINEATOR (400 MM) EA 25.0000 2,025.00 76.000 1,900.00 169 MARKER (CULVERT) EA 45.0000 1,710.00 38.000 1,710.00 170 HIGHWAY POST MARKER EA 45.0000 225.00 5.000 225.00 171 SNOW POLE MARKER EA 80.0000 7,360.00 100.000 8,000.00 172 CONCRETE BARRIER MARKER EA 30.0000 2,490.00 0.000 0.00 (NON-IMPACTABLE) 173 OBJECT MARKER (TYPE L-1) EA 45.0000 90.00 2.000 90.00 174 METAL BEAM GUARD RAILING M 77.0000 134,750.00 1,198.250 92,265.25 (S) 175 CABLE RAILING M 111.0000 37,740.00 338.000 37,518.00 (S) 176 TRANSITION RAILING (TYPE WB) EA 4,400.0000 26,400.00 5.000 22,000.00 (S) 177 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 1,440.00 3.000 2,160.00 (S) 178 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 12,400.00 4.000 12,400.00 (S) 179 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 3,100.00 1.000 3,100.00 (S) 180 CRASH CUSHION (QUADGUARD 600 MM) EA 24,000.0000 72,000.00 3.000 72,000.00 (S) 181 CONCRETE BARRIER (TYPE 60GC, MODIFIED) M 790.0000 395,000.00 500.000 395,000.00 182 CONCRETE BARRIER (TYPE 60S) M 210.0000 247,800.00 889.000 186,690.00 183 CONCRETE BARRIER (TYPE 60SC) M 510.0000 81,600.00 156.411 79,769.61 184 CONCRETE BARRIER (TYPE 732A) M 340.0000 561,000.00 1,647.370 560,105.80 PROGRAM CAS145 PAGE 8 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 732B) M 440.0000 184,800.00 935.000 411,400.00 186 CONCRETE BARRIER (TYPE 732B, MODIFIED) M 490.0000 597,800.00 1,692.400 829,276.00 187 CONCRETE BARRIER (TYPE 732LSB) M 1,600.0000 272,000.00 163.850 262,160.00 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 70.0000 4,410.00 0.000 0.00 (S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 189 200 MM THERMOPLASTIC TRAFFIC STRIPE M 30.0000 14,100.00 0.000 0.00 (S) (RECESSED) 190 100 MM THERMOPLASTIC TRAFFIC STRIPE M 29.0000 461,100.00 3,470.000 100,630.00 (S) (RECESSED) 191 100 MM THERMOPLASTIC TRAFFIC STRIPE M 22.0000 279,400.00 2,297.000 50,534.00 (S) (RECESSED, BROKEN 10.98 M - 3.66 M) 192 TWO-COMPONENT PAINT PAVEMENT MARKING M2 180.0000 3,420.00 0.000 0.00 (S) 193 PARKING BUMPER (PRECAST CONCRETE) EA 170.0000 1,360.00 8.000 1,360.00 194 PIPE BOLLARD EA 500.0000 2,000.00 4.000 2,000.00 195 LIGHTING LS 320,000.0000 320,000.00 1.000 320,000.00 (S) 196 TRAFFIC OPERATION SYSTEM LS 130,000.0000 130,000.00 0.950 123,500.00 (S) 197 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 198 MIGRATORY BIRD PROTECTION LS 37,000.0000 37,000.00 0.938 34,706.00 PROGRAM CAS145 PAGE 9 DATE 02/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:50 AM ESTIMATE NO. 49 BID OPENING 10/02/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/17/12 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 02/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 232,905.17 50,004,759.49 ADJUSTMENT OF COMPENSATION 0.00 1,064,867.72 EXTRA WORK 0.00 1,150,006.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 232,905.17 52,219,633.22 199 MOBILIZATION LS 640,000.0000 5,640,000.00 1.000 5,640,000.00 ORIGINAL CONTRACT AMOUNT 56,490,571.10 TOTAL WORK COMPLETED 232,905.17 57,859,633.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -16,800.00 TOTAL 252,905.17 57,842,833.22 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 11/13/07 460 04/28/08 01/22/08 12/31/12 330 685 5 0 97% 71% PROGRESS IS SATISFACTORY CATANIA, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/12