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 10/22/08 EST. NO.07 TIME 11:59 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 --------------------------------------------------------------------------- 004 0003 600.00 E.W. @ F.A.(+) 080508 N 0027.0 0003-1 -600.00 080508 N 0027.0 DAO CORRECTING ENTRY 0003-2 300.00 080508 N 0027.0 DAO CORRECTING ENTRY 021 0003 171,615.27 A.C. @ U.P.(+) 093008 N 0003 0 171,915.27 TOTAL THIS ESTIMATE 527,679.74 TOTAL PREVIOUS ESTIMATE 699,595.01 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 10/22/08 EST. NO.07 TIME 11:59 AM R.E. NAME: CATANIA, DAVE 03-0A6314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 LOCATION RERUN 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 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 22,000.0000 6,600,000.00 14.000 308,000.00 105.000 2,310,000.00 03 TEMPORARY FENCE (TYPE ESA) M 12.7500 96,390.00 2,701.540 34,444.64 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 0.050 8,400.00 0.346 58,128.00 08 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.050 1,250.00 0.846 21,150.00 PREVENTION PLAN 09 TEMPORARY EROSION CONTROL BLANKET M2 8.5000 11,475.00 0.000 0.00 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 0.000 0.00 15 TEMPORARY COVER M2 6.0000 54,000.00 0.000 0.00 16 TEMPORARY CHECK DAM M 47.0000 38,070.00 72.000 3,384.00 222.000 10,434.00 17 DEWATERING AND NON-STORM WATER DISCHARGE LS 100,000.0000 100,000.00 0.050 5,000.00 0.346 34,600.00 CONTROL 18 TEMPORARY DRAINAGE INLET PROTECTION EA 575.0000 92,000.00 3.000 1,725.00 6.000 3,450.00 19 TEMPORARY HYDRAULIC MULCH M2 0.7500 20,775.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 20 STREET SWEEPING LS 250,000.0000 250,000.00 0.050 12,500.00 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 0.050 50,000.00 0.353 353,000.00 S) PROGRAM CAS145 PAGE 2 DATE 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 12,500.00 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 21,791.140 14,164.24 28,167.140 18,308.64 S) 26 PLACE TEMPORARY ASPHALT CONCRETE DIKE M 11.0000 82,060.00 3,740.000 41,140.00 3,740.000 41,140.00 (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 0.000 0.00 (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 0.050 3,750.00 0.353 26,475.00 S) 35 PORTABLE RADAR TRAILER LS 17,000.0000 17,000.00 0.050 850.00 0.353 6,001.00 S) 36 TEMPORARY RAILING (TYPE K) M 33.0000 792,000.00 4,463.000 147,279.00 10,771.600 355,462.80 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 0.000 0.00 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 16.000 9,600.00 43 REMOVE PAINTED TRAFFIC STRIPE M 4.2000 156,660.00 218.212 916.49 218.212 916.49 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 2,336.825 17,526.19 47 REMOVE CULVERT M 125.0000 22,500.00 183.500 22,937.50 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 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,465.400 27,327.00 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 0.000 0.00 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 3,599.000 25,193.00 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 647,400.00 554.000 21,606.00 4,094.810 159,697.59 F) 64 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 1,033,750.00 1,174.690 146,836.25 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 1.000 1,100.00 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 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,080.000 50,890.00 S) 78 COMPOST (EROSION CONTROL TYPE PSFM) M3 400.0000 24,000.00 42.000 16,800.00 S) 79 PURE LIVE SEED KG 130.0000 107,900.00 520.110 67,614.30 S) (EROSION CONTROL TYPE PSFM) 80 COMMERCIAL FERTILIZER KG 1.6000 28,800.00 13,500.000 21,600.00 S) (EROSION CONTROL TYPE PSFM) 81 STABILIZING EMULSION L 12.0000 16,920.00 862.000 10,344.00 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 14.450 1,083.75 5,506.103 412,957.73 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 11,923.544 977,730.61 52,447.024 4,300,655.97 88 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 120.0000 16,800.00 27.000 3,240.00 27.000 3,240.00 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 16.010 38,424.00 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 1,083,500.00 915.739 503,656.45 915.739 503,656.45 (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 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 15,271.000 16,798.10 25,578.600 28,136.46 00 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,676,500.00 320.000 304,000.00 789.000 749,550.00 F) 01 CLASS 4 CONCRETE (BACKFILL) M3 300.0000 110,970.00 131.900 39,570.00 F) 02 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 2,244,720.00 687.870 1,650,888.00 F) 03 MINOR CONCRETE (INVERT PAVING) M3 4,700.0000 42,300.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,683.000 144,153.90 72,476.000 239,170.80 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 34.800 8,004.00 17 450 MM REINFORCED CONCRETE PIPE M 270.0000 507,600.00 597.795 161,404.65 18 600 MM REINFORCED CONCRETE PIPE M 450.0000 364,500.00 664.237 298,906.65 19 750 MM REINFORCED CONCRETE PIPE M 710.0000 92,300.00 104.370 74,102.70 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 39.110 37,154.50 (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 0.000 0.00 (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 887,400.00 520.500 93,690.00 4,371.110 786,799.80 PIPE UNDERDRAIN 28 FILTER FABRIC M2 3.0000 9,810.00 1,182.100 3,546.30 29 PERMEABLE MATERIAL M3 100.0000 160,000.00 169.300 16,930.00 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 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 5,913.00 39 750 MM STEEL FLARED END SECTION EA 877.0000 5,262.00 1.000 877.00 3.000 2,631.00 40 1500 MM STEEL FLARED END SECTION EA 2,875.0000 5,750.00 0.000 0.00 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 1.000 1,510.00 43 750 MM CONCRETE FLARED END SECTION EA 2,150.0000 10,750.00 4.000 8,600.00 44 1200 MM PRECAST CONCRETE PIPE MANHOLE M 6,100.0000 189,100.00 22.280 135,908.00 45 1500 MM PRECAST CONCRETE PIPE MANHOLE M 7,100.0000 28,400.00 1.800 12,780.00 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 46,500.00 182.800 28,334.00 182.800 28,334.00 (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 0.000 0.00 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 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.800 35.70 2,459.460 3,689.19 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 395,000.00 125.000 98,750.00 125.000 98,750.00 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 69,547.00 204.550 69,547.00 PROGRAM CAS145 PAGE 8 DATE 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 94 PIPE BOLLARD EA 500.0000 2,000.00 0.000 0.00 95 LIGHTING LS 320,000.0000 320,000.00 0.001 320.00 0.734 234,880.00 S) 96 TRAFFIC OPERATION SYSTEM LS 130,000.0000 130,000.00 0.009 1,170.00 0.170 22,100.00 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 10/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A6314 TIME 11:59 AM ESTIMATE NO. 07 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 10/20/08 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 10/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,975,388.08 16,895,716.56 ADJUSTMENT OF COMPENSATION 171,615.27 570,041.84 EXTRA WORK 300.00 129,553.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,147,303.35 17,595,311.57 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 3,147,303.35 22,953,311.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 3,147,303.35 22,923,311.57 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 12/25/11 111 77 0 0 40% 24% PROGRESS IS SATISFACTORY CATANIA, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/08