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 12/23/10 EST. NO.08 TIME 01:17 PM R.E. NAME: ZINK, PHIL 03-2C8604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0007 750.00 E.W. @ F.A.(+) 100510 N 0026.1 750.00 TOTAL THIS ESTIMATE 1,667,550.03 TOTAL PREVIOUS ESTIMATE 1,668,300.03 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 12/23/10 EST. NO.08 TIME 01:17 PM R.E. NAME: ZINK, PHIL 03-2C8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JMF VERIFICATION -3,000.00 02 LATE LANE CLOSURE -32,050.00 03 LATE CPM UPDATES -727,830.37 05 LATE CPM UPDATES 727,830.37 06 0.00 -35,050.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/2010 -10,000.00 03 PER LTR DATED 9/2010 -10,000.00 05 RETURN 7/2010 DEDUCT 10,000.00 05 PER LTR DATED 10/10 -7,000.00 06 PER LTR DATED 11/10 -8,000.00 07 RETURN 9/10 DEDUCT 10,000.00 07 PER LTR DATED 12/10 -2,000.00 08 -2,000.00 -17,000.00 TOTAL DEDUCTIONS -2,000.00 -52,050.00 PROGRAM CAS145 PAGE 1 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 LOCATION PROGRESS ESTIMATE 03-PLA-80-R56.1/R66.3 ----------------- TEICHERT CONSTRUCTION IN PLACER AND NEVADA COUNTIES FROM P O BOX 276830 CARPENTER FLAT UNDERCROSSING TO SACRAMENTO CA 95827 HAMPSHIRE ROCKS UNDERCROSSING FED. AID NO. ACIM-000C(309)N RECONSTRUCT 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 3,000.0000 3,000.00 0.250 750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,500.0000 900,000.00 74.000 185,000.00 04 TEMPORARY FENCE (TYPE ESA) LF 1.5000 32,100.00 17,352.000 26,028.00 05 CONSTRUCTION SITE MANAGEMENT LS 270,000.0000 270,000.00 0.205 55,350.00 06 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.579 1,737.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL LF 2.8000 21,000.00 0.000 0.00 09 TEMPORARY SILT FENCE LF 3.1000 756,400.00 3,482.000 10,794.20 10 TEMPORARY GRAVEL BAG BERM LF 4.0000 88,000.00 310.000 1,240.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 64,000.00 0.000 0.00 12 TEMPORARY COVER SQYD 10.0000 58,200.00 111.100 1,111.00 13 TEMPORARY CHECK DAM LF 3.5000 23,100.00 1,718.500 6,014.75 14 MOVE-IN/MOVE-OUT EA 300.0000 3,600.00 1.000 300.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 0.000 0.00 16 TEMPORARY DRAINAGE INLET COVER EA 350.0000 8,750.00 0.000 0.00 17 TEMPORARY HYDRAULIC MULCH SQFT 0.0300 5,040.00 64,201.000 1,926.03 (BONDED FIBER MATRIX) 18 STREET SWEEPING LS 150,000.0000 150,000.00 0.197 29,550.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 35,000.0000 35,000.00 0.000 0.00 20 CONSTRUCTION AREA SIGNS LS 38,600.0000 38,600.00 0.122 4,709.20 21 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.197 59,100.00 22 TYPE III BARRICADE EA 150.0000 1,950.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.3500 634.50 0.000 0.00 24 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.2500 9,175.00 0.000 0.00 25 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0400 40,800.00 110,150.000 4,406.00 26 TEMPORARY OBJECT MARKER (TYPE L-1) EA 45.0000 1,305.00 0.000 0.00 27 TEMPORARY OBJECT MARKER (TYPE P) EA 45.0000 675.00 0.000 0.00 28 TRAFFIC PLASTIC DRUM EA 29.0000 24,650.00 0.000 0.00 29 TEMPORARY CONCRETE BARRIER DELINEATOR EA 65.0000 14,300.00 0.000 0.00 (16") 30 TEMPORARY DELINEATOR (CLASS 1) EA 30.0000 19,200.00 0.000 0.00 31 TEMPORARY DELINEATOR (CLASS 2) EA 32.0000 16,640.00 0.000 0.00 32 TEMPORARY LIGHTING LS 750,000.0000 750,000.00 0.580 435,000.00 33 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.197 5,910.00 34 TEMPORARY RAILING (TYPE K) LF 6.0000 960,000.00 220.000 1,320.00 35 TEMPORARY CRASH CUSHION MODULE EA 96.0000 32,640.00 0.000 0.00 36 ABANDON CULVERT EA 2,000.0000 4,000.00 0.000 0.00 37 ABANDON INLET EA 700.0000 700.00 0.000 0.00 38 OBLITERATE SURFACING SQYD 1.0000 6,340.00 0.000 0.00 39 REMOVE CHAIN LINK FENCE LF 4.0000 4,440.00 0.000 0.00 40 REMOVE METAL BEAM GUARD RAILING LF 4.0000 206,800.00 0.000 0.00 41 REMOVE FLARED END SECTION EA 125.0000 7,250.00 0.000 0.00 42 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 434,000.00 0.000 0.00 43 REMOVE PAVEMENT MARKING SQFT 2.5000 650.00 0.000 0.00 44 REMOVE ROADSIDE SIGN EA 34.0000 5,270.00 0.000 0.00 45 REMOVE SIGN STRUCTURE EA 6,000.0000 6,000.00 0.000 0.00 46 REMOVE BRIDGE MOUNTED SIGN EA 6,000.0000 6,000.00 0.000 0.00 47 REMOVE ASPHALT CONCRETE DIKE LF 0.1400 10,472.00 0.000 0.00 48 REMOVE CULVERT EA 800.0000 9,600.00 0.000 0.00 49 REMOVE DOWNDRAIN EA 400.0000 33,600.00 2.000 800.00 2.000 800.00 PROGRAM CAS145 PAGE 3 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.3000 467,010.60 1,337,253.100 401,175.93 51 REMOVE BASE AND SURFACING CY 15.0000 143,100.00 0.000 0.00 52 REMOVE CONCRETE DECK SURFACE SQFT 15.0000 121,230.00 0.000 0.00 53 SALVAGE METAL BRIDGE RAILING LF 18.0000 6,498.00 0.000 0.00 54 RECONSTRUCT INLET EA 2,000.0000 2,000.00 0.000 0.00 55 RESET ROADSIDE SIGN EA 375.0000 22,875.00 0.000 0.00 56 RELOCATE ROADSIDE SIGN EA 300.0000 4,200.00 0.000 0.00 57 RELOCATE SIGN STRUCTURE EA 7,200.0000 57,600.00 0.000 0.00 58 ADJUST INLET EA 1,800.0000 5,400.00 0.000 0.00 59 18" CURED-IN-PLACE PIPE LINER LF 150.0000 156,000.00 0.000 0.00 60 24" CURED-IN-PLACE PIPE LINER LF 150.0000 436,500.00 0.000 0.00 61 30" CURED-IN-PLACE PIPE LINER LF 126.0000 154,980.00 0.000 0.00 62 36" CURED-IN-PLACE PIPE LINER LF 152.0000 249,280.00 0.000 0.00 63 42" CURED-IN-PLACE PIPE LINER LF 248.0000 238,080.00 0.000 0.00 64 48" CURED-IN-PLACE PIPE LINER LF 282.0000 516,060.00 0.000 0.00 65 54" CURED-IN-PLACE PIPE LINER LF 343.0000 185,220.00 0.000 0.00 66 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7500 81,200.00 683.440 1,196.02 67 REMOVE TEMPORARY CROSSOVER CY 10.0000 61,700.00 0.000 0.00 68 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 17,880.00 185.000 740.00 69 REMOVE CONCRETE SIDEWALK LF 4.0000 760.00 0.000 0.00 70 REMOVE UNSOUND CONCRETE CF 23.0000 86,388.00 0.000 0.00 71 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 46,167.00 0.000 0.00 72 SALVAGE PORTABLE CONCRETE BARRIER LF 3.0000 4,410.00 0.000 0.00 (TYPE 60K, PINNED) 73 REMOVE TEMPORARY RAILING (TYPE K) LF 2.0000 14,780.00 2,560.000 5,120.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 39,000.0000 39,000.00 0.000 0.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 0.000 0.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 0.000 0.00 78 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,000.0000 5,000.00 0.000 0.00 79 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,000.0000 5,000.00 0.000 0.00 80 BRIDGE REMOVAL (PORTION), LOCATION G LS 5,000.0000 5,000.00 0.000 0.00 81 BRIDGE REMOVAL (PORTION), LOCATION H LS 5,000.0000 5,000.00 0.000 0.00 82 BRIDGE REMOVAL (PORTION), LOCATION I LS 5,000.0000 5,000.00 0.000 0.00 83 BRIDGE REMOVAL (PORTION), LOCATION J LS 75,000.0000 75,000.00 0.000 0.00 84 BRIDGE REMOVAL (PORTION), LOCATION K LS 85,000.0000 85,000.00 0.000 0.00 85 BRIDGE REMOVAL (PORTION), LOCATION L LS 108,000.0000 108,000.00 0.000 0.00 86 BRIDGE REMOVAL (PORTION), LOCATION M LS 97,000.0000 97,000.00 0.000 0.00 87 RESET PORTABLE CONCRETE BARRIER LF 6.0000 8,820.00 0.000 0.00 (TYPE 60K, PINNED) 88 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.600 120,000.00 89 ROADWAY EXCAVATION CY 40.0000 3,180,000.00 -358.000 -14,320.00 764.000 30,560.00 90 LEAD COMPLIANCE PLAN LS 7,350.0000 7,350.00 0.511 3,755.85 91 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.552 828.00 92 DUST CONTROL PLAN LS 1,500.0000 1,500.00 0.552 828.00 93 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 94 SAND BACKFILL CY 200.0000 3,400.00 0.000 0.00 95 HYBRID ROCK FALL BARRIER SYSTEM LS 1500,000.0000 1,500,000.00 0.000 0.00 96 IMPORTED BORROW CY 1.5000 81,300.00 15,074.900 22,612.35 97 EROSION CONTROL (TYPE D) SQYD 1.2000 342,000.00 0.000 0.00 98 EROSION CONTROL (NETTING) SQYD 6.0000 346,800.00 0.000 0.00 99 CLASS 2 AGGREGATE SUBBASE CY 37.0000 22,200.00 0.000 0.00 00 CLASS 2 AGGREGATE BASE CY 30.0000 915,000.00 28,102.910 843,087.30 01 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 15,600.00 0.000 0.00 02 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 15,600.00 0.000 0.00 03 HOT MIX ASPHALT TON 62.0000 17,360,000.00 1,265.270 78,446.74 78,789.250 4,884,933.50 PROGRAM CAS145 PAGE 5 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 9.0000 11,700.00 0.000 0.00 05 DATA CORE LS 200,000.0000 200,000.00 0.000 0.00 06 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 63.00 0.000 0.00 07 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 43,300.00 0.000 0.00 08 PLACE HOT MIX ASPHALT SQYD 11.0000 95,480.00 0.000 0.00 (MISCELLANEOUS AREA) 09 TACK COAT TON 2,800.0000 154,000.00 102.450 286,860.00 10 CONTINUOUSLY REINFORCED CONCRETE CY 150.0000 4,815,000.00 0.000 0.00 PAVEMENT 11 CONTINUOUSLY REINFORCED CONCRETE EA 9,000.0000 135,000.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 12 CONTINUOUSLY REINFORCED CONCRETE LF 60.0000 7,200.00 0.000 0.00 PAVEMENT (PAVEMENT EXPANSION JOINT) 13 CONCRETE PAVEMENT CY 115.0000 19,780,000.00 0.000 0.00 14 PAVEMENT ANCHOR (JOINTED PLANE CONCRETE EA 15,000.0000 30,000.00 0.000 0.00 PAVEMENT) 15 SHOULDER RUMBLE STRIP STA 55.0000 104,500.00 0.000 0.00 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 16 REPLACE CONCRETE PAVEMENT CY 80.0000 612,800.00 9,995.490 799,639.20 17 SEAL PAVEMENT JOINT LF 1.4500 910,600.00 0.000 0.00 18 SEAL ISOLATION JOINT LF 1.4500 22,620.00 0.000 0.00 19 GRIND EXISTING CONCRETE SQYD 12.0000 210,000.00 5,577.950 66,935.40 PAVEMENT 20 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 2,113,100.00 0.000 0.00 F) 21 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 462,000.00 0.000 0.00 (TYPE R) 22 MINOR CONCRETE (MINOR STRUCTURE) CY 500.0000 245,000.00 0.000 0.00 23 MINOR CONCRETE (INVERT PAVING) CY 3,000.0000 54,000.00 0.000 0.00 24 PAVING NOTCH EXTENSION CY 2,500.0000 9,250.00 0.000 0.00 25 COLORED CONCRETE (GORE) CY 200.0000 84,000.00 0.000 0.00 26 CLEAN EXPANSION JOINT LF 19.0000 21,736.00 0.000 0.00 27 RAPID SETTING CONCRETE (PATCH) CF 29.0000 108,924.00 0.000 0.00 28 FURNISH POLYESTER CONCRETE OVERLAY CF 60.0000 1,108,140.00 0.000 0.00 29 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 184,668.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 GRIND BRIDGE APPROACH SQFT 2.0000 6,968.00 0.000 0.00 31 ANTI-ICING SYSTEM LS 290,000.0000 290,000.00 0.000 0.00 32 SNOWPLOW DEFLECTOR EA 250.0000 98,000.00 0.000 0.00 33 JOINT SEAL (MR 1/2") LF 22.0000 5,654.00 0.000 0.00 34 JOINT SEAL (MR 1") LF 32.0000 44,064.00 0.000 0.00 35 JOINT SEAL (MR 1 1/2") LF 42.0000 5,628.00 0.000 0.00 36 JOINT SEAL (MR 2") LF 62.0000 6,448.00 0.000 0.00 37 BAR REINFORCING STEEL (EPOXY COATED) LB 0.7000 303,636.90 0.000 0.00 F) 38 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 18,750.00 0.000 0.00 F) WITH WALKWAY) 39 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 12,500.00 0.000 0.00 F) WITH WALKWAY) 40 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 807,272.00 0.000 0.00 F) 41 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 50,454.50 0.000 0.00 F) 42 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 22,900.00 0.000 0.00 43 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,500.00 0.000 0.00 44 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,900.00 0.000 0.00 (0.063"-UNFRAMED) 45 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,700.00 0.000 0.00 (0.080"-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 0.000 0.00 (0.063"-FRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 4,100.00 0.000 0.00 (0.080"-FRAMED) 48 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,900.0000 418,000.00 0.000 0.00 (SIGN FOUNDATION) 49 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,260.0000 678,000.00 0.000 0.00 (SIGN FOUNDATION) 50 ROADSIDE SIGN - ONE POST EA 185.0000 14,800.00 0.000 0.00 51 ROADSIDE SIGN - TWO POST EA 500.0000 9,500.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 3,520.00 0.000 0.00 METHOD) 53 12" PLASTIC PIPE (TYPE S) LF 40.0000 140,000.00 0.000 0.00 54 15" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 29,000.00 0.000 0.00 55 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 19,000.00 0.000 0.00 56 24" CORRUGATED STEEL PIPE (.138" THICK) LF 80.0000 120,000.00 1,059.500 84,760.00 PROGRAM CAS145 PAGE 7 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 24.0000 756,000.00 0.000 0.00 58 PERMEABLE MATERIAL CY 45.0000 630.00 0.000 0.00 59 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.0000 69,600.00 0.000 0.00 (.109" THICK) 60 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 10,500.00 0.000 0.00 (.109" THICK) 61 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 2,800.00 0.000 0.00 (.138" THICK) 62 15" ENTRANCE TAPER EA 600.0000 24,600.00 0.000 0.00 63 15" DOWNDRAIN SLIP JOINT EA 700.0000 1,400.00 0.000 0.00 64 15" ANCHOR ASSEMBLY EA 400.0000 40,400.00 0.000 0.00 65 18" ANCHOR ASSEMBLY EA 400.0000 3,600.00 0.000 0.00 66 24" ANCHOR ASSEMBLY EA 600.0000 1,200.00 0.000 0.00 67 18" STEEL FLARED END SECTION EA 400.0000 6,800.00 0.000 0.00 68 24" STEEL FLARED END SECTION EA 500.0000 11,500.00 4.000 2,000.00 69 30" STEEL FLARED END SECTION EA 550.0000 5,500.00 0.000 0.00 70 36" STEEL FLARED END SECTION EA 700.0000 6,300.00 0.000 0.00 71 42" STEEL FLARED END SECTION EA 800.0000 2,400.00 0.000 0.00 72 48" STEEL FLARED END SECTION EA 900.0000 4,500.00 0.000 0.00 73 ROCK SLOPE PROTECTION CY 60.0000 534,000.00 0.000 0.00 (1/4 TON, METHOD B) 74 ROCK SLOPE PROTECTION CY 70.0000 24,500.00 0.000 0.00 (FACING, METHOD B) 75 CONCRETE (CONCRETED-ROCK SLOPE CY 400.0000 4,800.00 0.000 0.00 PROTECTION) 76 CONCRETED-ROCK SLOPE PROTECTION CY 250.0000 15,000.00 0.000 0.00 (FACING, METHOD B) 77 GABION CF 9.0000 3,690.00 0.000 0.00 78 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 18,390.00 0.000 0.00 79 MINOR CONCRETE (CURB AND GUTTER) CY 785.0000 37,680.00 0.000 0.00 80 PLACE PORTLAND CEMENT CONCRETE DIKE LF 30.0000 81,000.00 0.000 0.00 (TYPE C) 81 PLACE PORTLAND CEMENT CONCRETE DIKE LF 22.0000 616,000.00 0.000 0.00 (TYPE E) 82 PLACE PORTLAND CEMENT CONCRETE DIKE LF 23.0000 138,000.00 0.000 0.00 (TYPE F) 83 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,841.00 0.000 0.00 F) PROGRAM CAS145 PAGE 8 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 MISCELLANEOUS METAL LB 2.0000 3,800.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 85 BRIDGE DECK DRAINAGE SYSTEM LB 23.0000 24,058.00 0.000 0.00 F) 86 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 19,980.00 0.000 0.00 87 CONCRETE BARRIER DELINEATOR (16") EA 65.0000 23,400.00 0.000 0.00 88 DELINEATOR (CLASS 2) EA 43.0000 64,930.00 0.000 0.00 89 HIGHWAY POST MARKER EA 104.0000 4,160.00 0.000 0.00 90 MARKER (CULVERT) EA 5.0000 1,150.00 0.000 0.00 91 CONCRETE BARRIER MARKER EA 43.0000 1,290.00 0.000 0.00 (NON-IMPACTABLE) 92 OBJECT MARKER (TYPE L-1) EA 60.0000 4,620.00 0.000 0.00 93 MARKER (CONCRETE PAVEMENT ANCHOR) EA 140.0000 2,380.00 0.000 0.00 94 PIPE BOLLARD EA 600.0000 2,400.00 0.000 0.00 95 METAL BEAM GUARD RAILING (7' WOOD POST) LF 21.0000 415,800.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 25R) LF 300.0000 45,900.00 0.000 0.00 F) 97 CONCRETE BARRIER (TYPE 1) TRANSITION LF 344.0000 9,632.00 0.000 0.00 F) 98 TRANSITION RAILING (TYPE WB) EA 4,500.0000 495,000.00 15.000 67,500.00 99 END CAP (TYPE A) EA 166.0000 498.00 0.000 0.00 00 END CAP (TYPE TC) EA 236.0000 25,960.00 0.000 0.00 01 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 18,000.00 0.000 0.00 02 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 108,000.00 0.000 0.00 03 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 231,000.00 17.000 46,750.00 04 CONCRETE BARRIER (TYPE 60C) LF 80.0000 8,800.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60E, MODIFIED) LF 130.0000 3,900.00 0.000 0.00 06 CONCRETE BARRIER (TYPE 60S) LF 33.0000 48,510.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60SC, MODIFIED) LF 97.0000 3,977,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 65.0000 275,275.00 0.000 0.00 F) 09 CONCRETE BARRIER (TYPE 732B, MODIFIED) LF 115.0000 565,800.00 0.000 0.00 10 SHOULDER BARRIER (TYPE 732 LSB) LF 290.0000 739,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 SHOULDER BARRIER LF 300.0000 144,000.00 0.000 0.00 (TYPE 732 LSB, MODIFIED) 12 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.6500 69,495.00 0.000 0.00 (RECESSED) 13 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.4000 360,000.00 0.000 0.00 (RECESSED, BROKEN 36-12) 14 4" THERMOPLASTIC TRAFFIC STRIPE LF 5.1500 8,137.00 0.000 0.00 (RECESSED) (BROKEN 17-7) 15 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 858,000.00 0.000 0.00 (RECESSED) 16 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 89,100.00 0.000 0.00 17 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9000 6,327.00 0.000 0.00 18 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 4.6000 15,134.00 0.000 0.00 19 PAVEMENT MARKER (RETROREFLECTIVE-BLUE) EA 5.0000 305.00 0.000 0.00 20 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 21 LIGHTING LS 180,000.0000 180,000.00 0.270 48,600.00 22 SIGN ILLUMINATION LS 173,000.0000 173,000.00 0.180 31,140.00 23 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 2,000.0000 2,000.00 0.000 0.00 24 MODIFY SIGN ILLUMINATION LS 10,100.0000 10,100.00 0.000 0.00 25 LED DYNAMIC MESSAGE SIGN LS 229,000.0000 229,000.00 0.510 116,790.00 (RADAR FEEDBACK) 26 MODIFY ANTI-ICING SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 27 MODIFY TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 0.000 0.00 28 TRAFFIC MONITORING STATION LS 29,000.0000 29,000.00 0.000 0.00 29 MODIFY LIGHTING LS 1246,641.0000 1,246,641.00 0.390 486,189.99 30 MODIFY ROADWAY WEATHER INFORMATION LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM 31 REPLACE PULL BOX LS 1,000.0000 1,000.00 0.000 0.00 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE TEMPORARY HOT MIX ASPHALT RAMP CY 10.0000 44,500.00 0.000 0.00 34 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 35 IMPORTED MATERIAL (SHOULDER BACKING) CY 35.0000 598,500.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 12/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C8604 TIME 01:17 PM ESTIMATE NO. 08 BID OPENING 10/20/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 12/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 64,926.74 9,183,047.72 ADJUSTMENT OF COMPENSATION 0.00 1,124,144.85 EXTRA WORK 750.00 544,155.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 65,676.74 10,851,347.75 36 MOBILIZATION LS 8700,000.0000 8,700,000.00 0.750 6,525,000.00 ORIGINAL CONTRACT AMOUNT 89,979,959.50 TOTAL WORK COMPLETED 65,676.74 17,376,347.75 MATERIALS ON HAND ON SITE 571,018.23 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -52,050.00 TOTAL 63,676.74 17,895,315.98 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 03/16/10 360 05/11/10 05/10/10 12/06/11 75 79 0 0 19% 21% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/13/10. ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/10