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 03/21/11 EST. NO.39 TIME 01:05 PM 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 --------------------------------------------------------------------------- 001 0017 339.39 E.W. @ F.A.(+) 010711 N 5344 0 076 0001 6,396.81 E.W. @ F.A.(+) 111710 N 0333.0 6,736.20 TOTAL THIS ESTIMATE 2,034,165.96 TOTAL PREVIOUS ESTIMATE 2,040,902.16 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 03/21/11 EST. NO.39 TIME 01:05 PM 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 0.00 -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 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 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 03/21/11 EST. NO.39 TIME 01:05 PM R.E. NAME: CATANIA, DAVE 03-0A6314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -61,000.00 TOTAL DEDUCTIONS 0.00 -77,800.00 PROGRAM CAS145 PAGE 1 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250.00 02 TIME-RELATED OVERHEAD WDAY 22,000.0000 6,600,000.00 299.000 6,578,000.00 03 TEMPORARY FENCE (TYPE ESA) M 12.7500 96,390.00 4,623.850 58,954.09 04 TEMPORARY 300 MM ENTRANCE TAPER EA 1,600.0000 24,000.00 0.000 0.00 05 TEMPORARY 300 MM DOWNDRAIN SLIP JOINT EA 2,500.0000 17,500.00 0.000 0.00 06 TEMPORARY 300 MM ANCHOR ASSEMBLY EA 950.0000 33,250.00 0.000 0.00 07 CONSTRUCTION SITE MANAGEMENT LS 168,000.0000 168,000.00 0.990 166,320.00 08 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.990 24,750.00 PREVENTION PLAN 09 TEMPORARY EROSION CONTROL BLANKET M2 8.5000 11,475.00 246.460 2,094.91 10 TEMPORARY FIBER ROLL M 13.0000 105,560.00 1,041.000 13,533.00 11 TEMPORARY SILT FENCE M 10.0000 91,200.00 4,003.580 40,035.80 12 TEMPORARY GRAVEL BAG BERM M 67.0000 43,550.00 8.800 589.60 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 15,000.0000 45,000.00 4.000 60,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 45,000.00 3.000 45,000.00 15 TEMPORARY COVER M2 6.0000 54,000.00 3,162.200 18,973.20 16 TEMPORARY CHECK DAM M 47.0000 38,070.00 582.500 27,377.50 17 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 1.000 100,000.00 CONTROL 18 TEMPORARY DRAINAGE INLET PROTECTION EA 575.0000 92,000.00 36.000 20,700.00 19 TEMPORARY HYDRAULIC MULCH M2 0.7500 20,775.00 46,210.930 34,658.20 (POLYMER STABILIZED FIBER MATRIX) 20 STREET SWEEPING LS 250,000.0000 250,000.00 0.924 231,000.00 21 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.900 10,800.00 S) 22 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.900 900,000.00 S) PROGRAM CAS145 PAGE 2 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SURVEILLANCE LS 250,000.0000 250,000.00 0.933 233,250.00 S) 24 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.1000 18,724.00 0.000 0.00 S) 25 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 76,700.00 106,249.960 69,062.47 S) 26 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 11.0000 82,060.00 4,028.772 44,316.49 (TYPE A) 27 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 12.5000 9,375.00 0.000 0.00 (TYPE C) 28 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 12.5000 4,125.00 0.000 0.00 (TYPE E) 29 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 12.5000 25,125.00 167.640 2,095.50 (TYPE F) 30 TRAFFIC PLASTIC DRUMS EA 52.0000 31,720.00 546.000 28,392.00 S) 31 TEMPORARY METAL BEAM GUARD RAILING M 68.0000 19,720.00 0.000 0.00 32 TEMPORARY TRANSITION RAILING (TYPE WB) EA 4,800.0000 19,200.00 0.000 0.00 33 TEMPORARY ALTERNATIVE IN-LINE TERMINAL EA 3,800.0000 22,800.00 0.000 0.00 SYSTEM 34 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.900 67,500.00 S) 35 PORTABLE RADAR TRAILER LS 17,000.0000 17,000.00 0.870 14,790.00 S) 36 TEMPORARY RAILING (TYPE K) M 33.0000 792,000.00 20,772.340 685,487.22 37 TEMPORARY CRASH CUSHION MODULE EA 320.0000 22,400.00 56.000 17,920.00 S) 38 TEMPORARY CRASH CUSHION (QUADGUARD) EA 23,000.0000 46,000.00 0.000 0.00 S) 39 OBLITERATE SURFACING M2 3.0000 8,820.00 7,493.000 22,479.00 40 REMOVE ENTRANCE TAPER EA 450.0000 3,600.00 9.000 4,050.00 41 REMOVE METAL BEAM GUARD RAILING M 7.3000 36,281.00 5,090.280 37,159.04 42 REMOVE FLARED END SECTION EA 600.0000 12,000.00 20.000 12,000.00 43 REMOVE PAINTED TRAFFIC STRIPE M 4.2000 156,660.00 31,152.127 130,838.93 44 REMOVE ROADSIDE SIGN EA 160.0000 3,680.00 22.000 3,520.00 45 REMOVE SIGN STRUCTURE EA 6,300.0000 6,300.00 1.000 6,300.00 46 REMOVE ASPHALT CONCRETE M2 7.5000 21,975.00 2,930.000 21,975.00 47 REMOVE CULVERT M 125.0000 22,500.00 172.500 21,562.50 48 REMOVE INLET EA 1,350.0000 9,450.00 7.000 9,450.00 49 REMOVE DOWNDRAIN EA 1,100.0000 24,200.00 15.000 16,500.00 PROGRAM CAS145 PAGE 3 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN OUT EXISTING CULVERT M 140.0000 119,000.00 840.700 117,698.00 51 REMOVE CONCRETE PAVEMENT M2 5.0000 134,500.00 41,607.996 208,039.98 52 REMOVE ASPHALT CONCRETE SURFACING M3 68.0000 53,720.00 0.000 0.00 53 RECONSTRUCT METAL BEAM GUARD RAILING M 52.0000 231,920.00 0.000 0.00 54 RESET ROADSIDE SIGN EA 600.0000 4,800.00 8.000 4,800.00 55 MODIFY SIGN STRUCTURE EA 15,750.0000 15,750.00 1.000 15,750.00 (SAFETY CABLE RETROFIT) 56 600 MM CURED-IN-PLACE PIPELINER M 800.0000 67,200.00 86.900 69,520.00 57 550 MM PLASTIC PIPELINER M 1,255.0000 188,250.00 149.700 187,873.50 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 21,770.00 18,160.800 127,125.60 S) 59 REMOVE CONCRETE CURB M 29.0000 6,380.00 208.000 6,032.00 60 CLEARING AND GRUBBING LS 113,100.0000 113,100.00 1.000 113,100.00 61 ROADWAY EXCAVATION M3 47.0000 2,707,200.00 59,172.355 2,781,100.69 62 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 39.0000 647,400.00 16,600.000 647,400.00 F) 64 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 1,033,750.00 8,270.000 1,033,750.00 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 222.0000 84,360.00 380.000 84,360.00 F) WALL) 66 HIGHWAY PLANTING LS 88,000.0000 88,000.00 0.750 66,000.00 S) 67 MULCH BLEND (EROSION CONTROL) M3 110.0000 96,800.00 440.000 48,400.00 S) 68 FIBER (EROSION CONTROL) KG 4.5000 12,600.00 1,400.000 6,300.00 S) 69 BOULDER PLACEMENT LS 30,000.0000 30,000.00 1.000 30,000.00 70 COMPOST (EROSION CONTROL) M3 520.0000 7,280.00 0.000 0.00 S) 71 LOG PLACEMENT EA 180.0000 4,320.00 24.000 4,320.00 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 4,400.00 5.000 5,500.00 S) 73 PURE LIVE SEED (EROSION CONTROL) KG 155.0000 31,000.00 100.000 15,500.00 S) 74 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 11,200.00 2,800.000 5,600.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 5.2000 3,640.00 350.000 1,820.00 S) 76 EROSION CONTROL (TYPE I) M3 130.0000 544,700.00 4,190.000 544,700.00 PROGRAM CAS145 PAGE 4 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER (EROSION CONTROL TYPE PSFM) KG 1.7500 73,500.00 51,922.080 90,863.64 S) 78 COMPOST (EROSION CONTROL TYPE PSFM) M3 400.0000 24,000.00 57.620 23,048.00 S) 79 PURE LIVE SEED KG 130.0000 107,900.00 863.530 112,258.90 S) (EROSION CONTROL TYPE PSFM) 80 COMMERCIAL FERTILIZER KG 1.6000 28,800.00 21,366.855 34,186.97 S) (EROSION CONTROL TYPE PSFM) 81 STABILIZING EMULSION L 12.0000 16,920.00 1,794.880 21,538.56 S) (EROSION CONTROL TYPE PSFM) 82 PLANT ESTABLISHMENT WORK LS 85,000.0000 85,000.00 0.000 0.00 S) 83 IRRIGATION SYSTEM LS 38,000.0000 38,000.00 0.750 28,500.00 S) 84 CLASS 2 AGGREGATE BASE M3 75.0000 1,492,500.00 13,210.610 990,795.75 85 LEAN CONCRETE BASE M3 450.0000 5,850.00 0.000 0.00 86 REPLACE ASPHALT CONCRETE SURFACING M3 260.0000 260,000.00 0.000 0.00 87 ASPHALT CONCRETE (TYPE A) TONN 82.0000 5,174,200.00 66,585.049 5,459,974.02 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 120.0000 16,800.00 52.200 6,264.00 AREA) 89 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.5000 3,230.00 0.000 0.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.5000 1,020.00 0.000 0.00 91 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.5000 1,360.00 0.000 0.00 92 ASPHALTIC EMULSION (PAINT BINDER) TONN 2,400.0000 84,000.00 73.357 176,056.80 93 CONCRETE PAVEMENT M3 265.0000 8,745,000.00 32,816.720 8,696,430.80 94 SHOULDER RUMBLE STRIP STA 465.0000 27,900.00 21.225 9,869.63 (PCC, GROUND-IN INDENTATIONS) 95 CONCRETE PAVEMENT M3 550.0000 1,083,500.00 3,548.508 1,951,679.40 (RAPID STRENGTH CONCRETE) 96 INTERMEDIATE PAVEMENT ANCHOR EA 29,000.0000 29,000.00 1.000 29,000.00 97 SEAL PAVEMENT JOINT M 7.9500 562,860.00 41,536.940 330,218.67 98 SEAL LONGITUDINAL ISOLATION JOINT M 22.7500 10,920.00 0.000 0.00 99 CRACK EXISTING CONCRETE PAVEMENT M2 1.1000 44,220.00 25,578.600 28,136.46 00 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,676,500.00 3,870.000 3,676,500.00 F) 01 CLASS 4 CONCRETE (BACKFILL) M3 300.0000 110,970.00 370.000 111,000.00 F) 02 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 2,244,720.00 981.010 2,354,424.00 F) 03 MINOR CONCRETE (INVERT PAVING) M3 4,700.0000 42,300.00 12.400 58,280.00 PROGRAM CAS145 PAGE 5 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE COLORIZATION LS 48,000.0000 48,000.00 0.000 0.00 05 BAR REINFORCING STEEL (EPOXY COATED) KG 3.3000 635,405.10 192,547.000 635,405.10 SF)(RETAINING WALL) 06 600 MM PIPE LINING (CEMENT MORTAR) M 210.0000 69,300.00 328.500 68,985.00 07 750 MM PIPE LINING (CEMENT MORTAR) M 210.0000 42,000.00 196.600 41,286.00 08 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 74,388.00 6,199.000 74,388.00 F) 09 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 9,034.50 6,023.000 9,034.50 SF) 10 1524 MM CAST-IN-DRILLED-HOLE M 7,183.0000 50,281.00 7.000 50,281.00 F) CONCRETE PILE (SIGN FOUNDATION) 11 ROADSIDE SIGN - ONE POST EA 420.0000 6,720.00 17.000 7,140.00 12 ROADSIDE SIGN - TWO POST EA 875.0000 7,000.00 9.000 7,875.00 13 ROADSIDE SIGN (BARRIER MOUNTED) EA 1,600.0000 3,200.00 2.000 3,200.00 14 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 88.0000 88.00 0.000 0.00 METHOD) 15 INSTALL SIGN PANEL ON EXISTING FRAME M2 193.0000 2,123.00 0.000 0.00 16 300 MM REINFORCED CONCRETE PIPE M 230.0000 43,700.00 172.680 39,716.40 17 450 MM REINFORCED CONCRETE PIPE M 270.0000 507,600.00 1,923.475 519,338.25 18 600 MM REINFORCED CONCRETE PIPE M 450.0000 364,500.00 719.977 323,989.65 19 750 MM REINFORCED CONCRETE PIPE M 710.0000 92,300.00 124.700 88,537.00 20 200 MM CORRUGATED STEEL PIPE M 320.0000 6,400.00 15.250 4,880.00 (2.01 MM THICK) 21 300 MM CORRUGATED STEEL PIPE M 330.0000 4,950.00 11.500 3,795.00 (2.01 MM THICK) 22 450 MM CORRUGATED STEEL PIPE M 950.0000 14,250.00 14.900 14,155.00 (2.01 MM THICK) 23 600 MM CORRUGATED STEEL PIPE M 950.0000 48,450.00 48.810 46,369.50 (2.01 MM THICK) 24 750 MM CORRUGATED STEEL PIPE M 1,075.0000 18,275.00 15.590 16,759.25 (2.01 MM THICK) 25 1500 MM CORRUGATED STEEL PIPE M 1,875.0000 3,750.00 1.800 3,375.00 (2.01 MM THICK) 26 450 MM SLOTTED CORRUGATED STEEL PIPE M 294.0000 502,740.00 1,634.780 480,625.32 (2.01 MM THICK) 27 200 MM PERFORATED PLASTIC M 180.0000 887,400.00 5,001.110 900,199.80 PIPE UNDERDRAIN 28 FILTER FABRIC M2 3.0000 9,810.00 4,124.000 12,372.00 29 PERMEABLE MATERIAL M3 100.0000 160,000.00 1,595.400 159,540.00 30 300 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 24,500.00 148.300 25,952.50 (2.01 MM THICK) 32 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 185.0000 14,985.00 82.400 15,244.00 (2.01 MM THICK) 33 750 MM CORRUGATED STEEL PIPE DOWNDRAIN M 1,950.0000 1,950.00 0.000 0.00 (2.01 MM THICK) 34 450 MM ANCHOR ASSEMBLY EA 1,200.0000 8,400.00 18.000 21,600.00 35 600 MM ANCHOR ASSEMBLY EA 1,250.0000 7,500.00 11.000 13,750.00 36 450 MM CORRUGATED STEEL PIPE RISER M 1,045.0000 6,270.00 5.410 5,653.45 (2.01 MM THICK) 37 300 MM STEEL FLARED END SECTION EA 600.0000 4,200.00 7.000 4,200.00 38 600 MM STEEL FLARED END SECTION EA 657.0000 8,541.00 11.000 7,227.00 39 750 MM STEEL FLARED END SECTION EA 877.0000 5,262.00 6.000 5,262.00 40 1500 MM STEEL FLARED END SECTION EA 2,875.0000 5,750.00 1.000 2,875.00 41 450 MM CONCRETE FLARED END SECTION EA 1,420.0000 2,840.00 2.000 2,840.00 42 600 MM CONCRETE FLARED END SECTION EA 1,510.0000 3,020.00 2.000 3,020.00 43 750 MM CONCRETE FLARED END SECTION EA 2,150.0000 10,750.00 5.000 10,750.00 44 1200 MM PRECAST CONCRETE PIPE MANHOLE M 6,100.0000 189,100.00 32.960 201,056.00 45 1500 MM PRECAST CONCRETE PIPE MANHOLE M 7,100.0000 28,400.00 3.800 26,980.00 46 600 MM PRECAST CONCRETE PIPE RISER M 1,140.0000 72,960.00 61.910 70,577.40 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 48.0000 61,920.00 599.340 28,768.32 49 ROCK SLOPE PROTECTION M3 52.0000 79,560.00 3,126.410 162,573.32 (1/4 T, METHOD A) 50 ROCK SLOPE PROTECTION M3 155.0000 46,500.00 310.546 48,134.63 (FACING, METHOD B) 51 ROCK SLOPE PROTECTION M3 105.0000 17,850.00 41.300 4,336.50 (BACKING NO. 2, METHOD B) 52 ROCK SLOPE PROTECTION M3 24.0000 35,760.00 1,510.580 36,253.92 (BACKING NO. 3, METHOD B) 53 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 99.0000 20,790.00 228.560 22,627.44 54 CONCRETE (CONCRETED-ROCK SLOPE M3 365.0000 3,650.00 5.280 1,927.20 PROTECTION) 55 CONCRETED-ROCK SLOPE PROTECTION M3 320.0000 14,720.00 5.280 1,689.60 (BACKING NO. 3, METHOD B) 56 GABION M3 170.0000 39,100.00 26.000 4,420.00 57 MINOR CONCRETE (DITCH LINING) M3 749.0000 1,071,070.00 1,582.160 1,185,037.84 PROGRAM CAS145 PAGE 7 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MINOR CONCRETE (GUTTER LINING) M3 950.0000 38,950.00 40.170 38,161.50 59 ROCK SLOPE PROTECTION FABRIC M2 1.5000 3,075.00 8,509.700 12,764.55 60 PORTLAND CEMENT CONCRETE DIKE M 95.0000 855.00 0.000 0.00 (TYPE A-PC) 61 PORTLAND CEMENT CONCRETE DIKE M 75.0000 1,500.00 33.200 2,490.00 (TYPE D-PC) 62 PORTLAND CEMENT CONCRETE DIKE M 65.0000 5,265.00 80.100 5,206.50 (TYPE E-PC) 63 PORTLAND CEMENT CONCRETE DIKE M 53.0000 80,030.00 1,093.300 57,944.90 (TYPE F-PC) 64 MISCELLANEOUS IRON AND STEEL KG 5.5000 336,077.50 66,483.000 365,656.50 SF) 65 CATCH FENCE M 65.0000 67,600.00 950.000 61,750.00 66 MARKER (CONCRETE PAVEMENT ANCHOR) EA 51.0000 51.00 0.000 0.00 67 DELINEATOR (CLASS 2) EA 41.0000 5,740.00 140.000 5,740.00 68 CONCRETE BARRIER DELINEATOR (400 MM) EA 25.0000 2,025.00 76.000 1,900.00 69 MARKER (CULVERT) EA 45.0000 1,710.00 38.000 1,710.00 70 HIGHWAY POST MARKER EA 45.0000 225.00 5.000 225.00 71 SNOW POLE MARKER EA 80.0000 7,360.00 100.000 8,000.00 72 CONCRETE BARRIER MARKER EA 30.0000 2,490.00 0.000 0.00 (NON-IMPACTABLE) 73 OBJECT MARKER (TYPE L-1) EA 45.0000 90.00 2.000 90.00 74 METAL BEAM GUARD RAILING M 77.0000 134,750.00 1,198.250 92,265.25 S) 75 CABLE RAILING M 111.0000 37,740.00 338.000 37,518.00 S) 76 TRANSITION RAILING (TYPE WB) EA 4,400.0000 26,400.00 5.000 22,000.00 S) 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 1,440.00 3.000 2,160.00 S) 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 12,400.00 4.000 12,400.00 S) 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 3,100.00 1.000 3,100.00 S) 80 CRASH CUSHION (QUADGUARD 600 MM) EA 24,000.0000 72,000.00 3.000 72,000.00 S) 81 CONCRETE BARRIER (TYPE 60GC, MODIFIED) M 790.0000 395,000.00 500.000 395,000.00 82 CONCRETE BARRIER (TYPE 60S) M 210.0000 247,800.00 889.000 186,690.00 83 CONCRETE BARRIER (TYPE 60SC) M 510.0000 81,600.00 156.411 79,769.61 84 CONCRETE BARRIER (TYPE 732A) M 340.0000 561,000.00 1,647.370 560,105.80 PROGRAM CAS145 PAGE 8 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 732B) M 440.0000 184,800.00 935.000 411,400.00 86 CONCRETE BARRIER (TYPE 732B, MODIFIED) M 490.0000 597,800.00 1,692.400 829,276.00 87 CONCRETE BARRIER (TYPE 732LSB) M 1,600.0000 272,000.00 163.850 262,160.00 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 70.0000 4,410.00 0.000 0.00 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 30.0000 14,100.00 0.000 0.00 S) (RECESSED) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 29.0000 461,100.00 3,470.000 100,630.00 S) (RECESSED) 91 100 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) 92 TWO-COMPONENT PAINT PAVEMENT MARKING M2 180.0000 3,420.00 0.000 0.00 S) 93 PARKING BUMPER (PRECAST CONCRETE) EA 170.0000 1,360.00 8.000 1,360.00 94 PIPE BOLLARD EA 500.0000 2,000.00 4.000 2,000.00 95 LIGHTING LS 320,000.0000 320,000.00 0.950 304,000.00 S) 96 TRAFFIC OPERATION SYSTEM LS 130,000.0000 130,000.00 0.900 117,000.00 S) 97 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 98 MIGRATORY BIRD PROTECTION LS 37,000.0000 37,000.00 0.938 34,706.00 PROGRAM CAS145 PAGE 9 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 01:05 PM ESTIMATE NO. 39 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 03/18/11 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 49,699,304.32 ADJUSTMENT OF COMPENSATION 0.00 1,064,867.72 EXTRA WORK 6,736.20 976,034.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,736.20 51,740,206.48 99 MOBILIZATION LS 5640,000.0000 5,640,000.00 1.000 5,640,000.00 ORIGINAL CONTRACT AMOUNT 56,490,571.10 TOTAL WORK COMPLETED 6,736.20 57,380,206.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -77,800.00 TOTAL 6,736.20 57,302,406.48 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 08/31/12 299 488 0 0 96% 65% PROGRESS IS SATISFACTORY CATANIA, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/11