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 04/22/09 EST. NO.13 TIME 02:38 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 --------------------------------------------------------------------------- *** 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 04/22/09 EST. NO.13 TIME 02:38 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 0.00 -6,800.00 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 16,000.00 -12,000.00 TOTAL DEDUCTIONS 16,000.00 -18,800.00 PROGRAM CAS145 PAGE 1 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 LOCATION PROGRESS ESTIMATE 03-NEV-80-R9.2/13.6 ----------------- TEICHERT CONSTRUCTION IN NEVADA COUNTY NEAR TRUCKEE FROM P O BOX 276830 DONNER LAKE UNDERCROSSING TO TROUT SACRAMENTO CA 958276830 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 0.500 7,500.00 02 TIME-RELATED OVERHEAD WDAY 22,000.0000 6,600,000.00 105.000 2,310,000.00 03 TEMPORARY FENCE (TYPE ESA) M 12.7500 96,390.00 171.010 2,180.38 2,872.550 36,625.01 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 0.396 66,528.00 08 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.896 22,400.00 PREVENTION PLAN 09 TEMPORARY EROSION CONTROL BLANKET M2 8.5000 11,475.00 166.460 1,414.91 10 TEMPORARY FIBER ROLL M 13.0000 105,560.00 0.000 0.00 11 TEMPORARY SILT FENCE M 10.0000 91,200.00 720.000 7,200.00 12 TEMPORARY GRAVEL BAG BERM M 67.0000 43,550.00 5.000 335.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 15,000.0000 45,000.00 1.000 15,000.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 45,000.00 2.000 30,000.00 15 TEMPORARY COVER M2 6.0000 54,000.00 0.000 0.00 16 TEMPORARY CHECK DAM M 47.0000 38,070.00 262.000 12,314.00 17 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 0.346 34,600.00 CONTROL 18 TEMPORARY DRAINAGE INLET PROTECTION EA 575.0000 92,000.00 6.000 3,450.00 19 TEMPORARY HYDRAULIC MULCH M2 0.7500 20,775.00 20,000.000 15,000.00 (POLYMER STABILIZED FIBER MATRIX) 20 STREET SWEEPING LS 250,000.0000 250,000.00 0.346 86,500.00 21 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.700 8,400.00 S) 22 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.353 353,000.00 S) PROGRAM CAS145 PAGE 2 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.353 88,250.00 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 11,767.500 7,648.88 39,934.640 25,957.52 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 52.000 2,704.00 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 0.353 26,475.00 S) 35 PORTABLE RADAR TRAILER LS 17,000.0000 17,000.00 0.353 6,001.00 S) 36 TEMPORARY RAILING (TYPE K) M 33.0000 792,000.00 12.900 425.70 13,350.590 440,569.47 37 TEMPORARY CRASH CUSHION MODULE EA 320.0000 22,400.00 28.000 8,960.00 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 0.000 0.00 40 REMOVE ENTRANCE TAPER EA 450.0000 3,600.00 1.000 450.00 41 REMOVE METAL BEAM GUARD RAILING M 7.3000 36,281.00 1,152.000 8,409.60 42 REMOVE FLARED END SECTION EA 600.0000 12,000.00 17.000 10,200.00 43 REMOVE PAINTED TRAFFIC STRIPE M 4.2000 156,660.00 4,652.800 19,541.76 4,871.012 20,458.25 44 REMOVE ROADSIDE SIGN EA 160.0000 3,680.00 14.000 2,240.00 45 REMOVE SIGN STRUCTURE EA 6,300.0000 6,300.00 0.000 0.00 46 REMOVE ASPHALT CONCRETE M2 7.5000 21,975.00 2,930.000 21,975.00 47 REMOVE CULVERT M 125.0000 22,500.00 140.000 17,500.00 48 REMOVE INLET EA 1,350.0000 9,450.00 6.000 8,100.00 49 REMOVE DOWNDRAIN EA 1,100.0000 24,200.00 7.000 7,700.00 PROGRAM CAS145 PAGE 3 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 51 REMOVE CONCRETE PAVEMENT M2 5.0000 134,500.00 25,230.526 126,152.63 52 REMOVE ASPHALT CONCRETE SURFACING M3 68.0000 53,720.00 273.399 18,591.13 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 1.000 600.00 55 MODIFY SIGN STRUCTURE EA 15,750.0000 15,750.00 0.000 0.00 (SAFETY CABLE RETROFIT) 56 600 MM CURED-IN-PLACE PIPELINER M 800.0000 67,200.00 0.000 0.00 57 550 MM PLASTIC PIPELINER M 1,255.0000 188,250.00 0.000 0.00 58 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 21,770.00 4,452.600 31,168.20 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 0.949 107,331.90 61 ROADWAY EXCAVATION M3 47.0000 2,707,200.00 47,870.690 2,249,922.43 62 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 0.803 20,075.00 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 39.0000 647,400.00 4,094.810 159,697.59 F) 64 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 1,033,750.00 1,215.490 151,936.25 F) 65 PERVIOUS BACKFILL MATERIAL (RETAINING M3 222.0000 84,360.00 113.800 25,263.60 F) WALL) 66 HIGHWAY PLANTING LS 88,000.0000 88,000.00 0.000 0.00 S) 67 MULCH BLEND (EROSION CONTROL) M3 110.0000 96,800.00 0.000 0.00 S) 68 FIBER (EROSION CONTROL) KG 4.5000 12,600.00 0.000 0.00 S) 69 BOULDER PLACEMENT LS 30,000.0000 30,000.00 0.000 0.00 70 COMPOST (EROSION CONTROL) M3 520.0000 7,280.00 0.000 0.00 S) 71 LOG PLACEMENT EA 180.0000 4,320.00 0.000 0.00 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,100.0000 4,400.00 2.000 2,200.00 S) 73 PURE LIVE SEED (EROSION CONTROL) KG 155.0000 31,000.00 0.000 0.00 S) 74 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 11,200.00 0.000 0.00 S) 75 STABILIZING EMULSION (EROSION CONTROL) KG 5.2000 3,640.00 0.000 0.00 S) 76 EROSION CONTROL (TYPE I) M3 130.0000 544,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,489.080 56,855.89 S) 78 COMPOST (EROSION CONTROL TYPE PSFM) M3 400.0000 24,000.00 47.000 18,800.00 S) 79 PURE LIVE SEED KG 130.0000 107,900.00 576.960 75,004.80 S) (EROSION CONTROL TYPE PSFM) 80 COMMERCIAL FERTILIZER KG 1.6000 28,800.00 15,546.855 24,874.97 S) (EROSION CONTROL TYPE PSFM) 81 STABILIZING EMULSION L 12.0000 16,920.00 916.000 10,992.00 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 0.000 0.00 S) 84 CLASS 2 AGGREGATE BASE M3 75.0000 1,492,500.00 6,157.473 461,810.48 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 52,518.864 4,306,546.85 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 67.878 162,907.20 93 CONCRETE PAVEMENT M3 265.0000 8,745,000.00 0.000 0.00 94 SHOULDER RUMBLE STRIP STA 465.0000 27,900.00 0.000 0.00 (PCC, GROUND-IN INDENTATIONS) 95 CONCRETE PAVEMENT M3 550.0000 1,083,500.00 915.739 503,656.45 (RAPID STRENGTH CONCRETE) 96 INTERMEDIATE PAVEMENT ANCHOR EA 29,000.0000 29,000.00 0.000 0.00 97 SEAL PAVEMENT JOINT M 7.9500 562,860.00 1,080.860 8,592.84 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 1,049.000 996,550.00 F) 01 CLASS 4 CONCRETE (BACKFILL) M3 300.0000 110,970.00 176.700 53,010.00 F) 02 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 2,244,720.00 690.620 1,657,488.00 F) 03 MINOR CONCRETE (INVERT PAVING) M3 4,700.0000 42,300.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 84,575.000 279,097.50 SF)(RETAINING WALL) 06 600 MM PIPE LINING (CEMENT MORTAR) M 210.0000 69,300.00 0.000 0.00 07 750 MM PIPE LINING (CEMENT MORTAR) M 210.0000 42,000.00 0.000 0.00 08 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 74,388.00 0.000 0.00 F) 09 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 9,034.50 0.000 0.00 SF) 10 1524 MM CAST-IN-DRILLED-HOLE M 7,183.0000 50,281.00 0.000 0.00 F) CONCRETE PILE (SIGN FOUNDATION) 11 ROADSIDE SIGN - ONE POST EA 420.0000 6,720.00 0.000 0.00 12 ROADSIDE SIGN - TWO POST EA 875.0000 7,000.00 0.000 0.00 13 ROADSIDE SIGN (BARRIER MOUNTED) EA 1,600.0000 3,200.00 0.000 0.00 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 35.800 8,234.00 17 450 MM REINFORCED CONCRETE PIPE M 270.0000 507,600.00 608.595 164,320.65 18 600 MM REINFORCED CONCRETE PIPE M 450.0000 364,500.00 702.997 316,348.65 19 750 MM REINFORCED CONCRETE PIPE M 710.0000 92,300.00 117.470 83,403.70 20 200 MM CORRUGATED STEEL PIPE M 320.0000 6,400.00 0.000 0.00 (2.01 MM THICK) 21 300 MM CORRUGATED STEEL PIPE M 330.0000 4,950.00 0.000 0.00 (2.01 MM THICK) 22 450 MM CORRUGATED STEEL PIPE M 950.0000 14,250.00 0.000 0.00 (2.01 MM THICK) 23 600 MM CORRUGATED STEEL PIPE M 950.0000 48,450.00 41.910 39,814.50 (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 0.000 0.00 (2.01 MM THICK) 27 200 MM PERFORATED PLASTIC M 180.0000 887,400.00 4,850.700 873,126.00 PIPE UNDERDRAIN 28 FILTER FABRIC M2 3.0000 9,810.00 1,087.200 3,261.60 29 PERMEABLE MATERIAL M3 100.0000 160,000.00 933.200 93,320.00 30 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 170.0000 35,700.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 6 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (2.01 MM THICK) 32 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 185.0000 14,985.00 0.000 0.00 (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 0.000 0.00 35 600 MM ANCHOR ASSEMBLY EA 1,250.0000 7,500.00 1.000 1,250.00 36 450 MM CORRUGATED STEEL PIPE RISER M 1,045.0000 6,270.00 0.000 0.00 (2.01 MM THICK) 37 300 MM STEEL FLARED END SECTION EA 600.0000 4,200.00 0.000 0.00 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 1.000 1,420.00 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 24.180 147,498.00 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 3.600 4,104.00 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 48.0000 61,920.00 451.340 21,664.32 49 ROCK SLOPE PROTECTION M3 52.0000 79,560.00 1,376.310 71,568.12 (1/4 T, METHOD A) 50 ROCK SLOPE PROTECTION M3 155.0000 46,500.00 289.860 44,928.30 (FACING, METHOD B) 51 ROCK SLOPE PROTECTION M3 105.0000 17,850.00 0.000 0.00 (BACKING NO. 2, METHOD B) 52 ROCK SLOPE PROTECTION M3 24.0000 35,760.00 209.510 5,028.24 (BACKING NO. 3, METHOD B) 53 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 99.0000 20,790.00 79.400 7,860.60 54 CONCRETE (CONCRETED-ROCK SLOPE M3 365.0000 3,650.00 0.000 0.00 PROTECTION) 55 CONCRETED-ROCK SLOPE PROTECTION M3 320.0000 14,720.00 0.000 0.00 (BACKING NO. 3, METHOD B) 56 GABION M3 170.0000 39,100.00 0.000 0.00 57 MINOR CONCRETE (DITCH LINING) M3 749.0000 1,071,070.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 59 ROCK SLOPE PROTECTION FABRIC M2 1.5000 3,075.00 2,990.560 4,485.84 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 0.000 0.00 (TYPE D-PC) 62 PORTLAND CEMENT CONCRETE DIKE M 65.0000 5,265.00 0.000 0.00 (TYPE E-PC) 63 PORTLAND CEMENT CONCRETE DIKE M 53.0000 80,030.00 0.000 0.00 (TYPE F-PC) 64 MISCELLANEOUS IRON AND STEEL KG 5.5000 336,077.50 3,979.000 21,884.50 SF) 65 CATCH FENCE M 65.0000 67,600.00 0.000 0.00 66 MARKER (CONCRETE PAVEMENT ANCHOR) EA 51.0000 51.00 0.000 0.00 67 DELINEATOR (CLASS 2) EA 41.0000 5,740.00 0.000 0.00 68 CONCRETE BARRIER DELINEATOR (400 MM) EA 25.0000 2,025.00 0.000 0.00 69 MARKER (CULVERT) EA 45.0000 1,710.00 0.000 0.00 70 HIGHWAY POST MARKER EA 45.0000 225.00 0.000 0.00 71 SNOW POLE MARKER EA 80.0000 7,360.00 0.000 0.00 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 0.000 0.00 74 METAL BEAM GUARD RAILING M 77.0000 134,750.00 0.000 0.00 S) 75 CABLE RAILING M 111.0000 37,740.00 0.000 0.00 S) 76 TRANSITION RAILING (TYPE WB) EA 4,400.0000 26,400.00 0.000 0.00 S) 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 1,440.00 0.000 0.00 S) 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 12,400.00 0.000 0.00 S) 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 3,100.00 0.000 0.00 S) 80 CRASH CUSHION (QUADGUARD 600 MM) EA 24,000.0000 72,000.00 0.000 0.00 S) 81 CONCRETE BARRIER (TYPE 60GC, MODIFIED) M 790.0000 395,000.00 450.000 355,500.00 82 CONCRETE BARRIER (TYPE 60S) M 210.0000 247,800.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 60SC) M 510.0000 81,600.00 0.000 0.00 84 CONCRETE BARRIER (TYPE 732A) M 340.0000 561,000.00 204.550 69,547.00 PROGRAM CAS145 PAGE 8 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 86 CONCRETE BARRIER (TYPE 732B, MODIFIED) M 490.0000 597,800.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 732LSB) M 1,600.0000 272,000.00 0.000 0.00 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 0.000 0.00 S) (RECESSED) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 22.0000 279,400.00 0.000 0.00 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 0.000 0.00 95 LIGHTING LS 320,000.0000 320,000.00 0.787 251,840.00 S) 96 TRAFFIC OPERATION SYSTEM LS 130,000.0000 130,000.00 0.599 77,870.00 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 0.390 14,430.00 PROGRAM CAS145 PAGE 9 DATE 04/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 02:38 PM ESTIMATE NO. 13 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 04/20/09 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 04/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 29,796.72 18,062,503.19 ADJUSTMENT OF COMPENSATION 0.00 777,368.17 EXTRA WORK 0.00 169,963.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 29,796.72 19,009,834.83 99 MOBILIZATION LS 5640,000.0000 5,640,000.00 0.950 5,358,000.00 ORIGINAL CONTRACT AMOUNT 56,490,571.10 TOTAL WORK COMPLETED 29,796.72 24,367,834.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 16,000.00 -18,800.00 TOTAL 45,796.72 24,349,034.83 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 10/15/10 105 204 0 0 42% 23% PROGRESS IS SATISFACTORY CATANIA, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/09